Plans.pdf

PDF 47 MB Posted Sep 1, 2016

Attached to: UT FLAP 73(1), La Sal Mountain Loop Road Federal contract opportunity
Solicitation number: DTFH6816B00025
Issued by: Department of Transportation Federal Highway Administration

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Plan Sheets

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Other files attached to UT FLAP 73(1), La Sal Mountain Loop Road, newest first.
File	Type	Posted
Schedule_A_Bid_Tabs.pdf	PDF	Oct 31, 2016
Option_X_Bid_Tabs.pdf	PDF	Oct 31, 2016
Bid_Opening_Summary.pdf	PDF	Oct 4, 2016
La_Sal_Mountain_Loop_Road_Q A.pdf	PDF	Sep 29, 2016
UT.FLAP.73(1).LaSal_Mtn_Loop.Geotech.2016.pdf	PDF	Sep 1, 2016
Cross-sections.pdf	PDF	Sep 1, 2016
DTFH6816B00025.pdf	PDF	Sep 1, 2016

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Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

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.

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

et ux et al

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DHV

decr.D culv.

CTSM

ctrs.

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

beg.

b.f.B asph.

appr.

alt.

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

VPI

vph vert.

typ.

transv.

TCE

TBM

tan.

sym.

struc.

str.

stiff.

std.

sta.

st.

spec.

spa.

shldr.

sec.

SADT

rte.

Rt. or RT

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

quant., QtyQ pvmt.

psi proj.

POT

POS

POC

pl.

perf.

PCC

PCP

o.f.

o.c.O

no. or # neg.

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

Lt. or LT

LPSM

long.

lat.

lam.

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

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

STATE PROJECT

M N U

T 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 U

T .d g n

U s e r L e s li e .D e W it t_

NUMBER

SHEET

La Sal Mountain Loop Road

UT FLAP 73(1)

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

Type 2 Object Marker (Proposed)

36 31

6 1

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)

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

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

M N U

T 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 U

T .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

Sheet 1 of 2

SURVEY CONTROL

STATE PROJECT

M N U

T 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 U

T S h e e ts .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

La Sal Mountain Loop Road

UT FLAP 73(1)

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 5/18/15 klw

Sheet 2 of 2

SURVEY CONTROL

STATE PROJECT

M N U

T 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 U

T S h e e ts .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

La Sal Mountain Loop Road

UT FLAP 73(1)

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created 5/18/15 klw

Curve PI Station Widening (ft)

CTYRD73-4 25+71.33 4'

CTYRD73-67 368+44.36 4'

CTYRD73-68 376+20.99 4'

CTYRD73-69 386+19.96 4'

CTYRD73-70 460+75.84 4'

CTYRD73-104 508+36.15 4'

CTYRD73-106 523+56.19 4'

CTYRD73-107, 108 520+70.74 4'

CTYRD73-113 549+27.59 4'

CTYRD73-115, 116 536+55.19 4'

CTYRD73-138 604+37.12 4'

WIDENING ON CURVES (See Note 4.)

Station to Station X (ft)

11+50 to 118+00 5 118+00 to 124+50 2 124+50 to 567+50 5

567+50 to 660+29 2

CREST ROUNDING

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

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

3' minimum

16'x

20' desired

15' min.

1.3'

1.3' d

4' (typ.)

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

* Match existing

(ft)

WIDTH

MIN.

(ft)

RADIUS

MIN.

N/A

4' (typ.)

U s e r L e s li e .D e W it t_ A8

Variable

V a ria b le

A s

M a in li e

Mainline

±2%

TYPICAL PROFILE

SECTION B-B

Shoulder edge

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 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

NO SCALE

(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.

Subgrade edge

Aggregate base edge

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

Total length

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

5. 5.

pavement edge

Asphalt concrete pavement edge

Asphalt concrete

See Approach Road Summary for approach road details.

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

STATE PROJECT

M N U

T R o a d w a y C

A D

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

T Y P

A P

R D U

T .d

U s e r L e s li e .D e W it t_

NUMBER

SHEET

Sheet and Description

B8-B10 B11 B12 B13-B18

Drainage Grading Approach Roads Miscellaneous ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15214-2000 SURVEY AND STAKING, RETAINING

WALL LPSM ALL

A0060 15215-1000 SURVEY AND STAKING, APPROACH

ROAD EACH 20 20

A0080 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 69 69

A0100 15215-7000 SURVEY AND STAKING, PARKING

AREA EACH 3

A0120 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 7.617 7.617

A0140 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 15.235 15.235

A0160 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0180 15401-0000 CONTRACTOR TESTING LPSM ALL

A0200 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0220 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 12,145 655 12,800

A0240 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 2,100 100 2,200

A0260 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 219 11 230

A0280 15706-1600 SOIL EROSION CONTROL,

STABILIZED CONSTRUCTION EXIT EACH 2 2

A0300 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0320 20101-0000 CLEARING AND GRUBBING ACRE 51.2 2.8 54.0

A0340 20301-0600 REMOVAL OF CATTLE GUARD EACH 5 5

A0360 20301-1100 REMOVAL OF GATE EACH 5 5

A0380 20301-1900 REMOVAL OF PIPE CULVERT EACH 64 1 65

A0400 20301-2400 REMOVAL OF SIGN EACH 8 8

A0420 20302-0700 REMOVAL OF FENCE LNFT 215 10 225

A0440 20401-0000 ROADWAY EXCAVATION CUYD 38,831 1,169 40,000

A0460 20402-0000 SUBEXCAVATION CUYD 500 500

A0480 20403-0000 UNCLASSIFIED BORROW CUYD 10,071 329 10,400

A0500 20425-1000 DITCH, EXCAVATION LNFT 83 7 90

A0520 20811-0000 SHORING AND BRACING SQFT 13,500 13,500

A0540 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 439 21 460

A0560 25101-2300 PLACED RIPRAP, METHOD B,

CLASS 3 CUYD 41 2 43

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_S ch ed ul e A .x ls x]

Sh ee t

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B1UT FLAP 73(1)

La Sal Mountain Loop RoadUT

SHEET

NUMBER

Drainage Grading Approach Roads Miscellaneous ALLOWANCE Bid

Schedule

A0580 25101-2400 PLACED RIPRAP, METHOD B,

CLASS 4 CUYD 51 4 55

A0600 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 200 200

A0620 25501-1000 MECHANICALLY STABILIZED EARTH

WALL, WELDED WIRE FACE SQFT 18,100 500 18,600

A0640 30101-0000 AGGREGATE BASE TON 875 37,276 1,149 39,300

A0660 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 393 16,920 507 17,820

A0680 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 4 169 5 178

A0700 40601-0000 FOG SEAL TON 1 43 1 45

A0720 41102-1000 PRIME COAT, METHOD 1 SQYD 2,417 103,589 2,994 109,000

A0740 41105-0000 BLOTTER TON 140 As directed by CO

A0760 41201-0000 TACK COAT TON 1 45 1 47

A0780 41801-1000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 1 SQYD 50 50

A0800 60103-0220 CONCRETE, HEADWALL FOR

48-INCH PIPE CULVERT EACH 2 2

A0820 60201-0600 18-INCH PIPE CULVERT LNFT 222 8 230

A0840 60201-0800 24-INCH PIPE CULVERT LNFT 2,704 146 2,850

A0860 60201-0900 30-INCH PIPE CULVERT LNFT 318 12 330

A0880 60201-1200 48-INCH PIPE CULVERT LNFT 78 2 80

A0900 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 12 12

A0920 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 118 118

A0940 60210-0900 END SECTION FOR 30-INCH PIPE

CULVERT EACH 7 7

A0960 60212-0800 ELBOW, 24-INCH EACH 3 3

A0980 60212-0900 ELBOW, 30-INCH EACH 1 1

A1000 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 500 500

A1020 60704-0000 CLEANING CULVERT IN PLACE EACH 1 1

A1040 61701-1500 GUARDRAIL SYSTEM G4, TYPE 3,

CLASS A STEEL POSTS LNFT 1,413 1,413

A1060 61702-0800 TERMINAL SECTION TYPE TANGENT EACH 2 2

A1080 61901-0000 FENCE LNFT 147 8 155

A1100 61902-0000 GATE EACH 5 5

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

A M

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R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

F in al

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_S ch ed ul e A .x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B2UT FLAP 73(1)

La Sal Mountain Loop RoadUT

Drainage Grading Approach Roads Miscellaneous ALLOWANCE Bid

Schedule

A1120 61903-0800 CATTLE GUARD, 26 FEET EACH 5 5

A1140 62201-0200 DUMP TRUCK, 8 CUBIC YARD As directed by CO

MINIMUM CAPACITY HOUR 40

A1160 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT As directed by CO

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 40

A1180 62201-0950 WHEEL LOADER, 3 CUBIC YARD As directed by CO

MINIMUM RATED CAPACITY HOUR 40

A1200 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM As directed by CO

BLADE HOUR 40

A1220 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC As directed by CO

YARD MINIMUM CAPACITY HOUR 40

A1240 62301-0000 GENERAL LABOR HOUR 160 As directed by CO

A1260 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 40 40 As directed by CO

A1280 62302-1000 SPECIAL LABOR, HIRED As directed by CO

TECHNICAL SERVICES HOUR 40

A1300 62302-1100 SPECIAL LABOR, HIRED SURVEY As directed by CO

SERVICES HOUR 40

A1320 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 22.0 1.0 23.0

A1340 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 22.0 1.0 23.0

A1360 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 22.0 1.0 23.0

A1380 62901-1100 ROLLED EROSION CONTROL

PRODUCT, TYPE 4 SQYD 2,000 2,000

A1400 63301-0000 SIGN SYSTEM EACH 26 4 30

A1420 63308-2000 OBJECT MARKER, TYPE 2 EACH 126 8 134

A1440 63308-3000 OBJECT MARKER, TYPE 3 EACH 20 20

A1460 63309-0000 DELINEATOR EACH 260 15 275

A1480 63316-1000 REMOVE AND RESET SIGN EACH 8 2 10

A1500 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 67.8 3.2 71.0

A1520 63402-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN MILE 3.6 0.4 4.0

A1540 63501-1000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR LPSM ALL ALL

A1560 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

A1580 63502-0700 TEMPORARY TRAFFIC CONTROL,

CONE EACH 500 500

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

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\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

F in al

Es tim at e-

_S ch ed ul e A .x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B3UT FLAP 73(1)

La Sal Mountain Loop RoadUT

Drainage Grading Approach Roads Miscellaneous ALLOWANCE Bid

Schedule

A1600 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 1,000 1,000

A1620 63503-0400 TEMPORARY TRAFFIC CONTROL,

CONCRETE BARRIER LNFT 160 160

A1640 63503-1000 TEMPORARY TRAFFIC CONTROL, As directed by CO

PLASTIC FENCE LNFT 500 500

A1660 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 570 30 600

A1680 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 18.2 18.2

A1700 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,120 1,120

A1720 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 560 560

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

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\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

F in al

Es tim at e-

_S ch ed ul e A .x ls x]

Sh ee t (4

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B4UT FLAP 73(1)

La Sal Mountain Loop RoadUT

Drainage Grading Approach Roads

Miscellan eous ALLOWANCE Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15215-1000 SURVEY AND STAKING, APPROACH

ROAD EACH 7 7

X0060 15215-3000 SURVEY AND STAKING, DRAINAGE

STRUCTURE EACH 23 23

X0080 15225-0000 SLOPE, REFERENCE, AND

CLEARING AND GRUBBING CONTROL MILE 3.212 3.212

X0100 15236-2000 SURVEY CONTROL, GRADE

FINISHING MILE 6.424 6.424

X0120 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0140 15401-0000 CONTRACTOR TESTING LPSM ALL

X0160 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

X0180 15705-0100 SOIL EROSION CONTROL, SILT

FENCE LNFT 4,943 157 5,100

X0200 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 600 25 625

X0220 15706-0200 SOIL EROSION CONTROL, CHECK

DAM EACH 145 5 150

X0240 15706-1000 SOIL EROSION CONTROL, INLET

PROTECTION EACH 4 4

X0260 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

X0280 20101-0000 CLEARING AND GRUBBING ACRE 24.9 1.1 26.0

X0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 14 1 15

X0320 20301-2400 REMOVAL OF SIGN EACH 20 1 21

X0340 20401-0000 ROADWAY EXCAVATION CUYD 55,175 1,625 56,800

X0360 20441-0000 WASTE CUYD 34,352 1,048 35,400

X0380 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 86 4 90

X0400 25101-2200 PLACED RIPRAP, METHOD B,

CLASS 2 CUYD 151 9 160

X0420 30101-0000 AGGREGATE BASE TON 114 15,371 515 16,000

X0440 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 48 7,008 244 7,300

X0460 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 1 70 2 73

X0480 40601-0000 FOG SEAL TON 1 18 1 20

X0500 41102-1000 PRIME COAT, METHOD 1 SQYD 294 42,907 1,399 44,600

X0520 41105-0000 BLOTTER TON 60 As directed by CO

X0540 41201-0000 TACK COAT TON 1 18 1 20

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_O pt io n

X .x ls x]

Sh ee t

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B5UT FLAP 73(1)

La Sal Mountain Loop RoadUT

Drainage Grading Approach Roads

Miscellan eous ALLOWANCE Bid

Schedule

X0560 60201-0600 18-INCH PIPE CULVERT LNFT 66 4 70

X0580 60201-0800 24-INCH PIPE CULVERT LNFT 972 48 1,020

X0600 60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT EACH 4 4

X0620 60210-0800 END SECTION FOR 24-INCH PIPE

CULVERT EACH 38 38

X0640 60404-0000 CATCH BASIN EACH 4 4

X0660 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 2,661 139 2,800

X0680 62201-0200 DUMP TRUCK, 8 CUBIC YARD As directed by CO

MINIMUM CAPACITY HOUR 10

X0700 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT As directed by CO

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 10

X0720 62201-0950 WHEEL LOADER, 3 CUBIC YARD As directed by CO

MINIMUM RATED CAPACITY HOUR 10

X0740 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM As directed by CO

BLADE HOUR 10

X0760 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC As directed by CO

YARD MINIMUM CAPACITY HOUR 10

X0780 62301-0000 GENERAL LABOR HOUR 40 As directed by CO

X0800 62302-1000 SPECIAL LABOR, HIRED As directed by CO

TECHNICAL SERVICES HOUR 10

X0820 62302-1100 SPECIAL LABOR, HIRED SURVEY As directed by CO

SERVICES HOUR 10

X0840 62406-0300 PLACING CONSERVED TOPSOIL,

4-INCH DEPTH ACRE 14.0 1.0 15.0

X0860 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 14.0 1.0 15.0

X0880 62515-3000 MULCHING, HYDRAULIC METHOD,

BONDED FIBER MATRIX ACRE 14.0 1.0 15.0

X0900 63301-0000 SIGN SYSTEM EACH 54 3 57

X0920 63308-2000 OBJECT MARKER, TYPE 2 EACH 44 6 50

X0940 63309-0000 DELINEATOR EACH 148 12 160

X0960 63316-1000 REMOVE AND RESET SIGN EACH 5 1 6

X0980 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 20.9 1.1 22.0

X1000 63402-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN MILE 4.7 0.3 5.0

X1020 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 2 2 4

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

A M

U T\

R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

F in al

Es tim at e-

_O pt io n

X .x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B6UT FLAP 73(1)

La Sal Mountain Loop RoadUT

Drainage Grading Approach Roads

Miscellan eous ALLOWANCE Bid

Schedule

X1040 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 66 14 80

X1060 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 6.4 6.4

X1080 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 480 480

X1100 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 240 240

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J ul -2

A M

U T\

R oa dw ay

\E st im at es _S ch ed ul es

\E ng in ee r Es tim at es \1

F in al

Es tim at e-

_O pt io n

X .x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B7UT FLAP 73(1)

La Sal Mountain Loop RoadUT

15215-3000 20301-1900 20425-1000 25101-2200 25101-2300 25101-2400 60103-022060201-0600 60201-0800 60201-0900 60201-1200 60210-0600 60210-0800 60210-0900 60212-0800 60212-0900 60704-0000 NO PAY

S U

R V

N D

D R

A G

E S

R E

O V

A L

O F

C H

C A

V A

R A

P, M

O D

R A

P, M

R A

P, M

C O

N C

E, H

W A

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

N F

O R

H P

C U

N F

O R

H P

C U

N F

O R

H P

C U

O W

-I N

C H

O W

-I N

C H

A N

C U

G eo te xt ile

Remarks

EACH EACH LNFT CUYD CUYD CUYD EACH LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH SQYD

12+18 36 LT 1 1 5.5 56 2 15.4

24+39 1

27+21 25 LT 1 1 5.5 44 2 15.4

31+50 21 LT 1 1 5.5 36 2 15.4

35+44 41 LT 1 1 5.5 43 2 15.4

46+00 0 1 5.5 38 2 15.4

47+40 9 RT 1 1 5.5 37 2 15.4

50+05 0 1 1 5.5 39 2 15.4

54+62 3 LT 1 1 5.5 44 2 15.4

57+40 4 RT 1 1 5.5 34 2 15.4

63+09 1 RT 1 1 5.5 40 2 15.4

66+38 19 LT 1 1 50.6 2 78 79.7

70+59 31 LT 1 1 5.5 52 2 15.4

74+90 30 LT 1 1 5.5 50 2 15.4

82+26 34 RT 1 1 52 1 1 Tie elbow to existing culvert

90+07 21 RT 1 1 5.5 46 2 15.4

93+18 29 RT 1 1 5.5 42 2 15.4

97+60 24 RT 1 1 5.5 40 2 15.4

101+69 4 LT 1 1 5.5 41 2 15.4

104+55 20 RT 1 1 5.5 39 2 15.4

109+27 25 LT 1 1 5.5 40 2 15.4

113+33 15 RT 1 1 5.5 52 2 15.4

116+29 2 LT 1 1 5.5 36 2 15.4

124+82 14 LT 1 1 3.4 40 2 10.3 Approach Road 124, Rt.

128+75 2 RT 1 1 5.5 42 2 15.4

141+71 7 LT 1 1 5.5 44 2 15.4

145+88 39 LT 1 1 5.5 52 2 15.4

149+66 39 LT 1 1 5.5 55 2 15.4

159+17 28 LT 1 1 5.5 61 2 15.4

166+95 25 LT 1 1 5.5 53 2 15.4

170+81 60 LT 1 1 13.7 127 2 29.1

174+66 15 LT 1 1 3.4 29 2 10.3 Approach Road 174, Rt.

178+31 3 RT 1 1 5.5 39 2 15.4 Approach Road 178, Rt.

190+23 16 RT 1 1 5.5 45 2 15.4

194+60 39 RT 1 1 13.7 57 2 29.1

195+82 16 LT 1 1 3.4 32 2 10.3 Approach Road 195, Rt.

200+42 21 RT 1 1 5.5 48 2 15.4

36 35 0 170 27 51 2 101 1288 236 78 6 58 5 0 1 1 615

DRAINAGE SUMMARY

Item Number

SideStation Skew (deg)

SCHEDULE A

SCHEDULE A SUBTOTAL

15215-3000 20301-1900 20425-1000 25101-2200 25101-2300 25101-2400 60103-0220 60201-0600 60201-0800 60201-0900 60201-1200 60210-0600 60210-0800 60210-0900 60212-0800 60212-0900 60704-0000 NO PAY

R V

N D

D R

A G

E S

R E

O V

A L

O F

C H

C A

V A

R A

P, M

R A

P, M

R A

P, M

C O

N C

E, H

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

-I

N C

H P

C U

N F

O R

H P

C U

N F

O R

H P

C U

N F

O R

H P

C U

O W

-I N

C H

O W

-I N

C H

A N

C U

G eo te xt ile

Remarks

EACH EACH LNFT CUYD CUYD CUYD EACH LNFT LNFT LNFT LNFT EACH EACH EACH EACH EACH EACH SQYD

208+09 8 RT 1 1 5.5 50 2 15.4

210+97 29 LT 1 1 5.5 47 2 15.4

220+57 41 LT 1 1 57 5.5 83 2 15.4 57' Ditch Grading @ 2.000%, Lt.

224+68 26 LT 1 1 5.5 43 2 15.4

228+16 37 LT 1 1 5.5 48 2 15.4

229+17 16 RT 1 1 3.4 36 2 10.3 Approach Road 229, Rt.

230+26 29 LT 1 1 5.5 47 2 15.4

234+07 28 LT 1 1 5.5 46 2 15.4

238+13 18 LT 1 1 5.5 37 2 15.4

245+00 0 1 26 5.5 70 2 15.4 26' of Ditch Grading @ 0.985%, Lt.

251+17 40 LT 1 1 5.5 63 2 15.4

260+44 18 LT 1 1 5.5 88 2 15.4

264+37 8 RT 1 1 3.4 43 2 10.3 Approach Road 265, Rt.

269+28 1 Remove existing 12" CMP

270+10 4 RT 1 1 13.7 82 2 29.1

286+99 25 LT 1 1 5.5 41 2 15.4

292+13 20 LT 1 1 5.5 41 2 15.4

312+00 0 1 1 5.5 44 2 15.4 318+78 31 LT 1 1 5.5 51 2 15.4 Tie into existing ditch

330+98 RT 15 2

331+02 13 RT 1 1 5.5 44 2 15.4

339+46 18 RT 1 1 5.5 44 2 15.4

343+55 7 RT 1 1 5.5 46 2 15.4

344+89 34 RT 1 1 3.4 42 2 10.3 Approach Road 344, Rt.

353+97 0 1 1 5.5 55 2 15.4

356+52 17 RT 1 1 5.5 48 2 15.4

360+04 1 LT 1 1 5.5 40 2 15.4

364+04 6 RT 1 1 5.5 50 2 15.4 Tie into existing ditch

369+19 4 LT 1 1 5.5 39 2 15.4

375+24 0 1 5.5 41 2 15.4 390+49 0 1 5.5 39 2 15.4

392+74 2 RT 1 1 5.5 43 2 1 15.4

397+75 0 1 5.5 38 2 1 15.4 404+00 0 1 5.5 39 2 1 15.4

410+49 5 LT 1 1 5.5 36 2 15.4

Project Wide 100.0 2444.4

Placed riprap between cut and fill as directed by CO. Use Separation Geotextile, Type 1, C lass C, Nonwoven

33 29 83 270 14 0 0 121 1416 82 0 6 60 2 3 0 0 2951 36 35 0 170 27 51 2 101 1288 236 78 6 58 5 0 1 1 615 69 64 83 439 41 51 2 222 2704 318 78 12 118 7 3 1 1 3566

PREVIOUS SHEET SUBTOTAL

SUBTOTAL

DRAINAGE SUMMARY

Item Number

SideStation Skew (deg)

SCHEDULE A TOTAL

15215-3000 20301-1900 25101-2200 60201-0600 60201-0800 60210-0600 60210-0800 60404-0000 NO PAY

R V

N D

D R

A G

E S

R E

O V

A L

O F

R A

P, M

-I

N C

H P

C U

-I

N C

H P

C U

N F

O R

H P

C U

N F

O R

H P

C U

C A

B A

G eo te xt ile

Remarks

EACH EACH CUYD LNFT LNFT EACH EACH EACH SQYD

493+38 2 LT 1 1 5.5 38 2 15.4

514+34 10 RT 1 1 5.5 46 2 15.4

524+14 14 RT 1 1 5.5 41 2 15.4

528+38 0 1 5.5 35 2 15.4 531+50 22.2 77.8 Riprap Rundown 536+50 2.2 8.0 Riprap Rundown 538+70 0 1 5.5 69 2 15.4 541+50 2.2 8.0 Riprap Rundown

544+36 4 RT 1 1 5.5 44 2 15.4

552+50 25 RT 1 5.5 38 2 15.4

557+04 12 RT 1 1 5.5 42 2 15.4

566+33 25 RT 1 5.5 63 2 15.4

570+52 13 RT 1 1 5.5 79 2 15.4

578+81 4 RT 1 1 5.5 48 2 15.4

583+38 3 LT 1 1 3.4 26 2 10.3 Approach Road 583, Rt.

589+75 4 LT 1 5.5 64 2 15.4

590+08 1 593+48 0 1 5.5 34 1 1 15.4 598+00 0 1 5.5 30 1 1 15.4

601+78 9 RT 1 1 5.5 29 1 1 15.4

605+00 0 1 5.5 30 1 1 15.4 609+75 2.2 8.0 Riprap Rundown 611+52 1 LT 1 1 3.4 40 2 10.3 Approach Road 611, Rt.

612+58 4 RT 1 1 5.5 35 2 15.4

619+79 27 RT 1 1 5.5 59 2 15.4

633+00 6 LT 1 5.5 44 2 15.4

638+17 26 LT 1 1 5.5 65 2 15.4

649+91 0 1 5.5 39 2 15.4

23 14 151 66 972 4 38 4 446

DRAINAGE SUMMARY

Item Number

SideStation Skew (deg)

OPTION X TOTALS

OPTION X

GRADING SUMMARY

B11

STATE PROJECT

M N U

T R o a d w a y C

A D

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

U M E

W K U

T .d

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

NUMBER

SHEET

15215-1000 30101-0000 40101-5600 40105-3000 40601-0000 41102-1000 41201-0000

PAVED

LENGTH

TOTAL

LENGTH W R1 R2

SURVEY AND

STAKING,

APPROACH

ROAD

AGGREGATE

BASE

ASPHALT CONCRETE

PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3 TO

<3 MILLION ESAL

ANTISTRIP

ADDITIVE, TYPE 3 FOG SEAL PRIME COAT,

METHOD 1 TACK COAT

FT FT FT FT FT EACH TON TON TON TON SQYD TON

54+86 LT 3A 4 4 10 N/A N/A 1 2.5 1.0 0.01 0.01 6 0.01

68+73 LT 1B 29 29 15 25 25 1 27.4 11.9 0.12 0.03 73 0.03

80+29 RT 1B 101 101 14 35 100 1 175.8 83.6 0.84 0.21 512 0.22

90+94 LT 3A 4 4 36 N/A N/A 1 6.2 2.9 0.03 0.01 18 0.01

115+23 LT 2A 24 24 26 30 30 1 37.4 17.6 0.18 0.04 108 0.05

124+82 RT 2A 23 23 20 35 20 1 27.2 12.3 0.12 0.03 76 0.03

125+90 LT 2A 19 19 22 25 25 1 25.5 11.8 0.12 0.03 72 0.03

141+98 LT 2A 49 49 18 40 25 1 53.4 23.9 0.24 0.06 146 0.06

174+66 RT 1A 62 62 12 25 25 1 42.4 17.1 0.17 0.04 105 0.04

178+31 RT 2A 67 67 18 25 25 1 61.9 26.9 0.27 0.07 164 0.07

195+82 RT 1A 26 26 12 15 15 1 18.6 7.6 0.08 0.02 47 0.02

209+30 LT 2B 92 92 22 100 40 1 145.0 68.2 0.68 0.17 418 0.18

229+17 RT 2A 40 40 18 10 35 1 38.8 17.0 0.17 0.04 104 0.04

244+38 LT 3A 4 7 26 N/A N/A 1 8.0 2.2 0.02 0.01 22 0.01

264+37 RT 2A 64 64 18 25 25 1 59.8 26.0 0.26 0.07 159 0.07

279+46 LT 2A 59 59 12 25 25 1 42.7 17.5 0.18 0.04 107 0.05

317+30 RT 3A 4 4 15 N/A N/A 1 3.3 1.4 0.01 0.01 8 0.01

326+76 LT 3A 4 4 18 N/A N/A 1 3.6 1.6 0.02 0.01 10 0.01

330+66 LT 1B 33 33 14 25 25 1 30.5 13.3 0.13 0.03 81 0.03

344+89 RT 1B 49 49 18 16 100 1 64.5 29.7 0.30 0.08 182 0.08

20 875 393 4 1 2,417 1

557+93 LT 3A 4 4 25 N/A N/A 1 4.8 2.2 0.02 0.01 13 0.01

571+35 RT 1A 26 26 13 100 7.5 1 21.4 9.0 0.09 0.02 55 0.02

583+38 RT 1A 14 14 12 15 15 1 11.7 5.0 0.05 0.01 30 0.01

585+09 LT 3A 4 4 36 N/A N/A 1 6.1 2.9 0.03 0.01 18 0.01

586+33 LT 3A 4 4 26 N/A N/A 1 4.5 2.0 0.02 0.01 12 0.01

611+52 RT 2A 16 16 23 25 25 1 21.5 9.9 0.10 0.03 61 0.03

630+74 RT 1A 74 74 12 15 5 1 44.1 17.0 0.17 0.04 104 0.04

7 114 48 1 1 294 1

Aggregate base . . . . 139 lb/ft3 Asphalt concrete pavement . . . . 145.2 lb/ft3

Antistrip . . . . 1 % of weight of mix Fog seal . . . . 0.1 gal/yd2 (240.7 gal/ton)

Tack coat . . . . 0.1 gal/yd2 (233 gal/ton)

APPROACH ROAD SUMMARY

Item Number

SIDE TYPELOCATION

OPTION X

Values used for estimating purposes:

OPTION X TOTALS

SCHEDULE A TOTALS

Sheet 1 of 6

MISCELLANEOUS SUMMARY

B13

STATE PROJECT

M N U

T R o a d w a y C

A D

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

U M

M I S

C U

T .d

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

NUMBER

SHEET

Sheet 2 of 6

B14

STATE PROJECT

M N U

T R o a d w a y C

A D

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

U M

M I S

C U

T .d

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

NUMBER

SHEET

20301-2400 63301-0000 63316-1000 in x in EACH EACH EACH

LT W1-11 Hairpin Curve 30 x 30 1 1

LT W8-5 Slippery When Wet 30 x 30 1 1 W11-4 Cattle 30 x 30

W16-4P Next 8 Miles (plaque) 30 x 24 Supplemental Plaque LT Hill 1 LT Steep Grades with plaque 1 LT Directions 1

LT Whispering Oaks 1

RT FS Boundary 1

LT Whispering Oaks 1

LT Shumway AV 1

LT R1-1 Stop 30 x 30 1 1 On Approach Road 209 RT W1-7 Two Direction Large Arrow 48 x 24 1 1

LT Directions 1

W11-15 Bicycle / Pedestrian 30 x 30 Flourescent W11-15P Trail X-ing (plaque) 24 x 18 Supplemental Plaque, Flourescent

RT/LT R1-2 Yield 18 x 18 x 18 2 Install both sides of trail RT Hazzard County Trail, Trail 2

W11-15 Bicycle / Pedestrian 30 x 30 Flourescent W11-15P Trail X-ing (plaque) 24 x 18 Supplemental Plaque, Flourescent

RT Curve 1 LT W1-10R Right Combination Curve/Intersection 36 x 36 1

W1-5R Winding Road Right 30 x 30 W13-1P Advisory Speed (plaque) 18 x 18 Supplemental Plaque W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24

RT W1-8R Right Chevron 18 x 24 1 W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24

RT W1-8L Left Chevron 18 x 24 1 W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24 W11-4 Cattle 30 x 30

W16-4P Next 8 Miles (plaque) 30 x 24 Supplemental Plaque 8 26 8

SCHEDULE A

SCHEDULE A TOTALS

44+20 79+50

450+00 LT 1

115+50

30+00 RT 1

14+55

342+15 346+00

Station

330+00

211+80

365+00

376+00

Item Number

Mount back to back

REMOVAL OF

SIGN

12+52

MUTCD

Reference Description

Sign Panel Side

SIGN SYSTEM

Remarks

332+00 LT 1

208+90 209+30

REMOVE AND

RESET SIGN

82+50

117+50

Mount back to back, except end chevrons

375+00

376+80

366+80 - 368+80

331+00 331+00

1RT

Mount back to back, except end chevrons383+30 - 385+30 LT

125+75 126+00

PERMANENT SIGN SUMMARY

20301-2400 63301-0000 63316-1000 in x in EACH EACH EACH

W1-5R Winding Road Right 30 x 30 W13-1P Advisory Speed (plaque) 18 x 18 15 MPH, Supplemental Plaque W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24

LT Curve 1 W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24 W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24

LT Curve 1 RT 15 mph 1

W1-5L Winding Road Left 30 x 30 W13-1P Advisory Speed (plaque) 18 x 18 15 MPH, Supplemental Plaque W1-5L Winding Road Left 30 x 30

W13-1P Advisory Speed (plaque) 18 x 18 15 MPH, Supplemental Plaque W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24 W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24 W1-5L Winding Road Left 30 x 30

W13-1P Advisory Speed (plaque) 18 x 18 15 MPH, Supplemental Plaque LT Curve Ahead 15 mph 1 LT Blank 1 LT Route Markers Designate Open Roads 1 LT Motorized Vehicle Travel Restrict 1 LT 14 Day Camping Limit 1 LT Manti-La Sal Natonal Forest 1

RT Curve next 2 miles 1 W1-2L Curve Left 30 x 30

W13-1P Advisory Speed (plaque) 18 x 18 20 MPH, Supplemental Plaque W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24 W1-2R Curve Right 30 x 30 W13-1P Advisory Speed (plaque) 18 x 18 20 MPH, Supplemental Plaque

RT Curve 1

W1-11 Hairpin Curve 30 x 30 W13-1P Advisory Speed (plaque) 18 x 18 15 MPH, Supplemental Plaque W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24 W1-11 Hairpin Curve 30 x 30

W13-1P Advisory Speed (plaque) 18 x 18 15 MPH, Supplemental Plaque RT W1-10L Left Combination Curve/Intersection 36 x 36 1

RT R1-1 Stop 30 x 30 1 1 On Approach Road 209 W1-2R Curve Right 30 x 30 W13-1P Advisory Speed (plaque) 18 x 18 20 MPH, Supplemental Plaque W1-8L Left Chevron 18 x 24 W1-8R Right Chevron 18 x 24

RT W3-1 Stop Ahead (symbol) 30 x 30 1 W1-2L Curve Left 30 x 30

W13-1P Advisory Speed (plaque) 24 x 18 20 MPH, Supplemental Plaque RT R1-1 Stop 30 x 30 1 1

20 54 5

OPTION X

563+98 564+26 564+60 565+00 565+57

611+68

Station

OPTION X TOTALS

658+00 LT

504+62 RT

656+50

523+15

652+00

Item Number

REMOVAL OF

SIGNMUTCD

Reference Description Sign Panel

Side

SIGN SYSTEM

Remarks

REMOVE AND

RESET SIGN

519+40 RT Mount back to back, except end chevrons

507+00 - 508+60

511+50

1 1

LT Mount back to back, except end chevrons

516+80 -

Mount back to back, except end chevrons

522+84 521+75

531+50 - 532+60 RT Mount back to back, except end chevrons

520+00 - 522+00

530+70 RT 1

LT 1 1

607+00

Mount back to back, except end chevrons535+80 - 538+20

539+40

LT 1 1

603+60 -

588+00 RT 1 1

592+00

553+00

PERMANENT SIGN SUMMARY

Mount back to back, except end chevrons

659+88

568+80

653+50 - 655+90

604+40 LT Mount back to back, except end chevrons

608+27

589+20 - 590+00 Mount back to back, except end chevrons

602+00 RT 1 1

601+00

Sheet 5 of 6

B17

STATE PROJECT

M N U

T R o a d w a y C

A D

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

U M

M I S

C U

T .d

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

NUMBER

SHEET

63402-0300 63402-0400

CENTER

Edge Solid White

4 inches

Centerline Solid Yellow

4 inches

Centerline Broken Yellow

4 inches

Centerline Broken Yellow

4 inches

Centerline Broken Yellow

4 inches

Centerline Solid Yellow

4 inches

Edge Solid White

4 inches

LNFT LNFT LNFT LNFT LNFT LNFT LNFT LNFT MILE MILE

11+50 - 69+00 5783 5695 5695 5750 8.68 0.00 69+00 - 73+50 450 450 450 450 0.51 0.17

73+50 - 74+50 100 100 100 0.08 0.04 74+50 - 79+00 450 450 450 450 0.51 0.17 79+00 - 247+00 16973 16008 16008 16965 24.98 0.00 247+00 - 251+50 450 450 450 450 0.51 0.17 251+50 - 293+50 4135 4067 4067 4291 6.27 0.00 293+50 - 300+00 650 650 650 650 0.74 0.25 300+00 - 312+70 1270 1270 1270 1270 1.92 0.00 312+70 - 320+20 750 750 750 0.57 0.28 320+20 - 325+00 480 480 480 480 0.55 0.18 325+00 - 413+00 9251 8421 8421 8825 570 13.44 0.00 413+00 - 416+50 350 350 350 350 0.40 0.13 416+50 - 418+00 150 150 150 0.11 0.06 418+00 - 424+25 625 625 625 625 0.71 0.24 424+25 - 428+00 375 375 375 375 0.57 0.00 428+00 - 432+00 400 400 400 400 0.45 0.15 432+00 - 437+00 500 500 500 0.38 0.19 437+00 - 441+00 400 400 400 400 0.45 0.15 441+00 - 452+00 1100 1100 1100 1100 1.67 0.00 452+00 - 456+80 480 480 480 480 0.55 0.18 456+80 - 460+50 370 370 370 0.28 0.14 460+50 - 466+50 600 600 600 600 0.68 0.23 466+50 - 490+70 2420 2420 2420 2420 2.75 0.92

67.8 3.6

490+70 - 611+87 12117 11953 11953 12138 13.72 4.53 611+87 - 617+00 513 513 513 513 0.58 0.19 617+00 - 660+29 4371 4299 4299 4491 6.61 0.00

20.9 4.7

Station to Station

OPTION X TOTALS

SCHEDULE A

OPTION X

SCHEDULE A TOTALS

PAVEMENT

MARKINGS TYPE B

BROKEN

PERMANENT PAVEMENT MARKINGS SUMMARY

LEFT RIGHT

PAVEMENT

MARKINGS TYPE B

SOLID

Remarks

Item Number

Solid White Parking Stripe

4 inches

STATE PROJECT

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

0 7685

B R D

NEW PAVEMENT

C M

P G

O O

I N

7793.7

18" CMP

7796.9

POOR

P O

P C

P T

P C

P T

P C

PT 20+

76.91

V P I

E L

+9.

+5.7 49%

100' VC

K = 27

SSD = 340'

V P I

E L

+5.7 49%

+8.3

300' VC

K = 116

V P I

E L

+8.3

+6.6 25%

300' VC

K = 175

SSD = 779'

12+37 11+66 12+61

13+84

15+46

18+51

18+72

20+54

23+15

-2.00%

3.40%

-3.40%

2.80%

-2.80%

4.00%

-4.00%

4.00%

-4.00%

7,670

7,680

7,690

7,700

7,710

7,720

7,730

7,720

7,730

7,740

7,750

7,760

7,770

7,780

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00

200'100'0

Scale in Feet

-4%

Axis of rotation

Profile grade &

LT EOP

RT EOP

Profile grade

Existing ground Profile grade

Existing ground

R = 350.00'

Curve = CTYRD73-1

PI 13+31.09

T = 83.09'

L = 163.17' L = 320.96'

Curve = CTYRD73-4

PI 25+71.33

R = 148.00'

T = 279.84'T = 122.73'

PI 16+51.70

Curve = CTYRD73-2

R = 650.00'

L = 242.61'

PI 19+81.99

Curve = CTYRD73-3

R = 200.00'

T = 117.39'

L = 212.31'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

7,710

7,720

7,730

7,720

7,730

7,740

-4%

See Special 418-A full depth patch, Type 1 Construct flexible pavement

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t pipe culvert Clean existing

Slope Scaling.

under 62302-0100 Special Labor, directed by the CO. Paid for Perform slope scaling as Sta. 10+00 - 12+75, Rt.

E = 2267904.877

N = 6629929.170

Sta. 11+50.00

Begin Schedule A

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

7865 7870

M P I

N V G

O O

18"

CMP

POOR

A A

U M

M P G

O O

M P

L E

T N

O T V

A B

L E

W O

O D R

A I L

P O

L E

PC 2

.49

27+

77.31

P T

P C

P T

P C

P T

+8.0

V P I

E L

+8.0

+9.

250' VC

K = 161

V P I

E L

+6.6 25%

+9.

250' VC

K = 85

V P I

E L

+9.

+8.0

300' VC

K = 201

SSD = 873'

25+89

27+99

29+94 30+25

30+25 29+94

4.00%

-4.00%

3.80%

-3.80%

2.00%

-2.00% 33+05

33+16 35+47 36+75

2.60%

-2.60%

2.80%

-2.80%

7,770

7,780

7,790

7,800

7,810

7,820

7,830

7,860

7,870

7,880

7,890

7,900

7,910

7,920

24+0024+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00

200'100'0

Scale in Feet

0% 0%

Axis of rotation

Profile grade &

LT EOP

RT EOP

Profile grade

Existing ground

PI 29+07.96

Curve = CTYRD73-5

R = 235.00'

T = 130.65'

L = 238.48' L = 261.01'

Curve = CTYRD73-6

PI 34+32.54

R = 750.00'

T = 131.84'

PI 37+59.71

Curve = CTYRD73-7

R = 625.00'

T = 101.67'

L = 201.57'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

Profile grade

Existing ground

7,830

7,820

7,810

7,820

7,830

7,840

7,860

7,870

7,880

-4%

-4% in p la c e

C le a n e x is ti n g c u lv e r t

Labor, Slope Scaling

Paid for under 62302-0100 Special

Perform slope scaling as directed by the CO.

Sta. 32+50- 34+50, Rt.

ground

Existing grade

Profile

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

D I R

E C

T I O

N O

N L

Y .4

M P G

O O

I N

V .3

M P G

O O

W O

O D R

A I L

P O

L E

P T

P C

P T

P C

P T

P C

P T

P C

VPI 39+09

EL 7,908.02

+9.

0% -5.918%

465' VC

K = 30

SSD = 254'

V P I

E L

-5.918%

-3.589%

200' VC

K = 86

-3.589% -0.857%

200' VC

K = 73

-0.857%

200' VC

K = 91

50+13 50+03

50+82 52+68

38+43

38+57

39+29

-2.00%

3.00%

-3.00%

4.00%

-4.00%

40+83 41+50 41+67 44+69 46+61 47+46 48+71

2.60%

-2.60% -2.00% -2.00%

7,850

7,860

7,870

7,880

7,890

7,900

7,910

7,850

7,860

7,870

7,880

7,890

7,900

7,910

38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00

200'100'0

Scale in Feet

0% 0%

Axis of rotation

Profile grade &

LT EOP

RT EOP

Profile grade

Existing ground

See Standards 619-1, 619-2 and 619-3

Install new cattleguard and gate.

Remove existing cattleguard and gate.

Sta. 39+50

L = 335.53'

Curve = CTYRD73-8

PI 43+26.48

R = 435.00'

T = 176.61'

L = 132.52'

Curve = CTYRD73-9

PI 47+06.45

R = 185.00'

T = 69.25'

L = 173.40'

Curve = CTYRD73-10

PI 49+42.62

R = 750.00'

T = 87.09'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

-2.80%

2.80%

-4%

See Special 619-A

Construct cattleguard widening to Rt.

Sta. 38+00 - 41+00

See Detail C619-50 and C619-51

Install new fence

Remove existing fence as directed by CO

Sta. 39+50 Lt. & Rt.

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

I n s ta ll x

C M

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

" C

M P

" C

M P G

O O

M P

S I L T

C M P G

O O

A T

M P G

O O

M P P

O O

WOVEN WIRE

D I R

E C

T I O

N O

N L

P C

P T

P C

P T

P C

P T

P C

V P I

E L

-0.857% +1.339%

200' VC

K = 91 V P I

E L

+1.339% -3.227%

202' VC

K = 44

SSD = 337'

V P I

E L

-3.227% -1.364%

200' VC

K = 107

V P I

E L

-1.364% +2.425%

200' VC

K = 53 +2.425%

53+36 52+68

53+67

54+88

-2.00%

3.80%

-3.80%

56+81 57+56 58+72 60+68

61+03

61+73

4.00%

-4.00%

4.00%

-4.00% -2.00%

63+48

64+18

64+53

4.00%

-4.00%

4.00%

-4.00%

58+72

7,810

7,820

7,830

7,840

7,850

7,860

7,870

7,810

7,820

7,830

7,840

7,850

7,860

7,870

52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00

200'100'0

Scale in Feet

0% 0%

Axis of rotation

Profile grade &

LT EOP

RT EOP

Profile grade

Existing ground

Curve = CTYRD73-11

PI 54+25.78

R = 250.00'

T = 91.65'

L = 175.69'

Curve = CTYRD73-12

PI 57+27.17

R = 178.00'

T = 69.55'

L = 132.60'

PI 59+84.61

Curve = CTYRD73-13

R = 200.00'

T = 148.04'

L = 254.88'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

-4%

-0.857%

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

7880 7885

7900 7905

7910 7

C M P G

O O

A T

WOVEN WIRE

M P G

O O

M P G

O O

C M P G

O O

STE

FHWA ALUMINUM

P C

P T

P C

P T

P C

PT 8

2+39.5

V P I

E L

+2.425%

+8.

7%200' VC

K = 31

V P I

E L

+8.

+3.530

170' VC

K = 31

SSD = 283'

V P I

E L

+3.530

+6.6 73%

100' VC

K = 32

+6.6 73%

275' VC

K = 25

SSD = 234'

67+05 68+26 69+85

4.00%

-4.00%

4.00%

-4.00%

72+01

2.00%

71+35 -2.00%

72+71 -2.00%

77+88 78+58

78+93

-4.00%

4.00%

7,830

7,840

7,850

7,860

7,870

7,880 7,930

7,920

7,910

7,900

7,890

7,880

7,870

66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00

200'100'0

Scale in Feet

0% 0%

Axis of rotation

Profile grade &

LT EOP

RT EOP

Profile grade

Existing ground

Profile grade

T = 189.87'

Curve = CTYRD73-14

PI 66+19.73

R = 190.00'

L = 298.32' L = 205.77'

Curve = CTYRD73-15

PI 69+14.29

R = 210.00'

T = 111.99'

R = 1,500.00'

Curve = CTYRD73-16

PI 71+67.65

T = 44.62'

L = 89.22'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

7,890

7,880

7,870

-4%

LT & RT EOP

7,820

7,880

7,870

7,860

R ip r a p a p r o n

L t.

C o n c r e te h e a d w a ll

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

7871.6

M P G

O O

M P G

O O

7923.5

24" CM

P G

O O

S T E E L

F H

W A A

L U

M I N

U M

B 3

80+

PC 78+70.14

P T

P C

P T

P C

P T

P C

P T

4.00%

82+16

83+56

-2.40%

2.40%

85+45 85+38

-2.00%

2.00%

88+44 88+54

2.60%

-2.60%

2.60%

-2.60%

93+47 93+36

94+16

VPI 80+32

EL 7,930.66

+6.6 73%

-4.188%

275' VC

K = 25

SSD = 234'

V P I

E L

-4.188%

-1.047%

345' VC

K = 110

V P I

E L

-1.047% -4.699%

225' VC

K = 62

SSD = 408'

7,870

7,880

7,890

7,900

7,910

7,920

7,930

7,870

7,880

7,890

7,900

7,910

7,920

7,930

80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00

200'100'0

Scale in Feet

0% 0%

LT EOP

RT EOP

Axis of rotation

Profile grade &

Profile grade

Existing ground

Curve = CTYRD73-17

PI 81+19.45

R = 215.00'

T = 249.31'

L = 369.44'

Curve = CTYRD73-18

PI 84+47.58

R = 850.00'

T = 104.93'

L = 208.81'

Curve = CTYRD73-19

PI 89+66.77

R = 700.00'

T = 127.65'

L = 252.53'

PI 92+72.80

Curve = CTYRD73-20

R = 750.00'

T = 79.19'

L = 157.80'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

-4%

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

S a n J u a n C o u n ty

G r a n d C o u n ty

E lb o w L t.

T ie i n to e x is ti n g C

M P

E n d s e c ti o n

R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

0 7

07845

" C

M P

" C

M P G

O O

E C T

N O

" C

M P G

O O

" C

M P G

O O

P T

P C

P T .7

P C .7

P T

P C

0 P T

93+47 94+16

-2.00% 97+88

98+56 98+87

3.80%

-3.80%

100+72

102+10

-3.60%

3.60%

104+79 105+05

105+72 -2.00%

107+00

107+70

107+95

-4.699%

V P I

E L

-4.699%

-5.785%

224' VC

K = 206

SSD = 1106'

V P I

E L

-5.785%

-2.478%

350' VC

K = 106

V P I

E L

-2.478%

250' VC

K = 64

7,820

7,830

7,840

7,850

7,860

7,870

7,880

7,820

7,830

7,840

7,850

7,860

7,870

7,880

94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00

200'100'0

Scale in Feet

0% 0%

RT EOP

LT EOPAxis of rotation

Profile grade &

Profile grade

Existing ground

PI 99+88.15

Curve = CTYRD73-21

R = 250.00'

T = 122.90'

L = 228.46'

Curve = CTYRD73-22

PI 103+64.35

R = 265.00'

T = 174.56'

L = 308.71'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

-4%

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

M P I

N V

F I L L

7805.4

W\CAP UNKNOW 4" VERT PVC

POSS WATER 3.5' DIA

BEGIN 5 STRAND BARB WIRE

C M P

O O

BEGIN W

OOD RAIL

M P

7816.8

18" CMP FLAIRED END SECTION

WOOD RAIL

M P I

N V G

O O

M P

< WIRE/WOOD >

Whispering Oaks Ranch

PC 1

07+

75.

P T

P C

P T

P C

8+ .5

PC 119+27.55

P T

P C

P T

110+77

110+74

107+95

3.40%

-3.40%

3.20%

-3.20%

113+85 114+05

114+05

2.00%

116+35

116+66

-3.80%

3.80%

118+30

119+51

4.00%

-4.00% -4.00%

122+92

V P I

E L

-2.478% +1.447%

250' VC

K = 64

V P I

E L

+1.447% -3.741%

166' VC

K = 32

SSD = 291'

VPI 113+45

EL 7,827.06

-2.162%

150' VC

K = 95

V P I

E L

-2.162% -1.490%

200' VC

K = 297

V P I

E L

-1.490% -0.500%

200' VC

K = 202

7,790

7,800

7,810

7,820

7,830

7,840

7,850

7,790

7,800

7,810

7,820

7,830

7,840

7,850

108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00

200'100'0

Scale in Feet

0% 0%

RT EOP

LT EOP

Axis of rotation

Profile grade &

Profile grade

Existing ground

T = 161.15'

Curve = CTYRD73-23

PI 109+36.16

R = 330.00'

L = 299.82'

R = 245.00'

Curve = CTYRD73-25

PI 117+54.44

T = 110.50'

L = 207.62'

R = 215.00'

Curve = CTYRD73-26

PI 122+00.10

T = 272.55'

L = 388.25'

T = 128.30'

Curve = CTYRD73-24

PI 112+84.37

R = 370.00'

L = 246.99'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

107+95

-4%

RANCH

WHISPERING OAKS

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e r t

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

L t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

7795 7800

BARB W

IRE 5 STRAN

M P G

O O

\CAP UN

4" VERT PVC

SS W

ATER

3.5' D

W O

O D

" C

O O

W I R

PC 119+27.55

P T

P C

P T

P C

P T

P C

P T

P C

P T

122+92

3.40%

-3.40%

124+67

125+35 125+60

-2.00% 128+52

129+22

130+58 126+31

132+72

-3.20%

3.20%

134+59

135+64

4.00%

-4.00%

V P I

E L

-0.500% +1.983%

300' VC

K = 121

V P I

E L

+1.983% -1.470%

200' VC

K = 58

SSD = 412'

V P I

E L

-1.470%

250' VC

K = 101

7,780

7,790

7,800

7,810

7,820

7,830

7,840

7,780

7,790

7,800

7,810

7,820

7,830

7,840

122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00

200'100'0

Scale in Feet

0% 0%

RT EOP

LT EOP

Axis of rotation

Profile grade &

Profile grade

Existing ground

L = 107.92'

T = 54.39'

Curve = CTYRD73-27

PI 125+01.83

R = 350.00' R = 1,500.00'

Curve = CTYRD73-28

PI 129+89.82

T = 79.76'

L = 159.37'

T = 114.66'

Curve = CTYRD73-29

PI 133+67.95

R = 415.00'

L = 223.74'

R = 200.00'

T = 61.38'

Curve = CTYRD73-30

PI 136+01.81

L = 119.10'

NATIONAL FOREST

MANTI-LA SAL

NATIONAL FOREST

MANTI-LA SAL

Lot 4 Lot 3

Lot 1

-4%

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

I n s ta ll x

C M

P S k e w

L t.

R e m o v e e x is ti n g c u lv e r t

A p p r o a c h r o a d

R t.

R ip r a p a p r o n

L t.

E n d s e c ti o n

L t.

a n d R t.

S k e w

R t.

I n s ta ll x

C M

R e m o v e e x is ti n g c u lv e

M N U

T 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

T Y

R D

C .d g n

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

NUMBER

SHEET

Superelevation Diagram

La Sal Mountain Loop Road

UT FLAP 73(1)

" C

M P G

O O

M P G

O O

M P G

O O

P C

137+

58.19

P T

P C

P T

P C

139+05

138+81 142+39

142+60

145+94 145+80

136+36 137+78

3.40%

-3.40% -2.00%

3.20%

-3.20%

2.40%

-2.40%

142+60

V P I

E L

+1.001%

V P I

E L

+1.001% -0.792%

200' VC

K = 112

SSD =…

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File details come from the government source that posted it. Updated Nov 14, 2017.