UTFLAP_2496_1_100per_Plans_Signed.pdf

for structural section details

See Mainline Typical Section

Construct 30° - 35° pavement edge (safety edge) necessary for drainage and appearance.

concrete pavement. Shape and compact as

(pay item 30202-2000) after placement of asphalt

Shoulder up with Roadway Aggregate, Method 2

TYPICAL SECTION

A7

METHOD OF SUPERELEVATION ON CURVES

Min. superelevation 2%

Normal crown -2% -2% Normal crown grade

Profile superelevation

Pivot point for

10+00 to 273+00

EXISTING TYPICAL SECTION

DETAIL A

Station to Station

LENGTH OF PROJECT

TOTAL (mi)

TOTALS (ft)

(ft)

Roadway

Ephraim Canyon Rd Option X

Ephraim Canyon Rd Schedule A

Alignment

211+50 to 273+00

10+00 to 211+50

4.98

26,300

6,150

20,150

12" Existing gravel surface

28 ft

8% Max. superele vation first asphalt lift)

(applied prior to

Prime coat asphalt lifts)

(applied between

Tack coat top asphalt lift)

(applied to

Fog seal pavement)

(top of

Profile grade

Placed in two lifts concrete pavement

4" Asphalt

1.

5:

Ex is tin g gr ou ndSee Detail A limit

Slope stake

10'4.8'

WIDENING ON CURVES

(ft)

Radius

(ft)

Widening

2.

Over 200' 0

130' to 200'

90' to 130'

70' & Under 4

70' to 90'

4.8' Clear Zone

10'

4.8' Clear Zone

3'

1.8' limit

Slope stake

10+00 to 273+00

TYPICAL SECTION

VariesVaries 3.

ShldrShldr Traveled Way Traveled Way

1:4 base

Aggregate

4.

5.

5.

247+50 TO 255+50

153+20 TO 154+55

GUARDRAIL

DETAIL B

o f s h o u ld e r

N o r m a l e d g e structural section for pavement

See Typical Section

Distance

Shy

3'

6.

Clearing and Construction Limits

5'

Varies

5.

1:4

1:6

1:3

1:2

0"

6"

Fill Condition

SHOULDER GRADING

DETAIL C

Cut Condition

2'2' min.

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

Method 2 2" Roadway Aggregate, Aggregate) to placement of 2" Roadway for shaping roadway prior

Base (material to be used

Aggregate

Existing

5.E x is ti n g g ro u n d

5.

(Cut Condition)

Roadway Excavation

(Fill Condition)

Embankment Construction pavement

Asphalt concrete

GRADING SUMMARY DETAIL

(Roadway Reconditioning)

Leveling Aggregate

(Roadway Reconditioning)

Excavated Aggregate

Pavement Section

6" Proposed

See Grading Summary on B Sheets for volumes.

Exaggerated vertical scale for clarity.

See plans for locations of curves and superelevations.

8.

NOTES:

8.

7.

6.

5.

4.

3.

2.

1.

approved by the CO.

blue tops and minor profile adjustments as

Template Control includes survey for red tops and

Section 152 for grade finishing stake information.

Refer to Blue Top Survey information in SCR post type.

grading, and layout details. Refer to C Sheets for

See T Series for Guardrail Details for installation, aggregate to drain away from cut.

For shoulders in cut, grade slopes 1:3 and reshape

-1:2 for vertical drops greater than 12"

-1:3 for vertical drops 6" - 12"

-1:6 for vertical drops 6" or less as approved by the CO:

Fill slope increments are proposed as the following

Series for proposed ditch grading locations.

Spot ditch grading along alignment. Refer to C

Superelevation Diagram for cross slopes.

Cross slope varies throughout alignment. See superelevation transitions.

the curve widening to coincide with the throughout the superelevated sections. Transition below. Apply the widening on the inside of curves

Construct curve widening as shown in the table washboarding in existing gravel surface.

Grade and shape to meet tolerances. Remove

Roadway Bench

Aggregate

12" Existing

1:4

12"

STATE PROJECT

A

M d e n p w p p w ic s w o r k in g A

T y p

E C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

Sheet and Description

B5 B6 B5 B8 B7-B8 B9-B10 B10 B11 B11

Grading Removals Surfacing Erosion

Control Drainage

Permanent Signs

& Pavement

Markings

Temporary

Traffic

Control

Miscellaneous Guardrail ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,733 87 1,820

A0140 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 1 1

A0160 20101-0000 CLEARING AND GRUBBING INCLUDES TEMPORARY

PLASTIC FENCE FOR

ENVIRONMENTALLY SENSITIVE

ACRE 2.5 0.1 2.6 AREAS

A0180 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 11 11

A0200 20301-0700 REMOVAL OF DELINEATOR EACH 45 5 50

A0220 20301-2400 REMOVAL OF SIGN EACH 21 21

A0240 20302-1200 REMOVAL OF GUARDRAIL LNFT 164 11 175

A0260 20310-1000 PLUG, EXISTING PIPE EACH 1 1

A0280 20402-0000 SUBEXCAVATION CUYD 2,000 2,000

A0300 20420-0000 EMBANKMENT CONSTRUCTION INCLUDES CONSERVING AND

CUYD 1,021 179 1,200 PLACING TOPSOIL

A0320 25101-2100 PLACED RIPRAP, METHOD B, CLASS TYPE II RIPRAP DITCH

1(TYPE II RIPRAP DITCH) CUYD 484 16 500

A0340 25101-2200 PLACED RIPRAP, METHOD B, CLASS TYPE II RIPRAP DITCH

2(TYPE II RIPRAP DITCH) CUYD 70 5 75

A0360 25120-2100 RIPRAP DITCH, METHOD B, CLASS TYPE I RIPRAP DITCH

1(TYPE I RIPRAP DITCH) LNFT 2,854 246 3,100

A0380 25126-0000 REMOVE AND RESET BOULDER EACH 40 40

A0400 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 7,312 188 7,500

A0420 30301-6000 ROADWAY RECONDITIONING MILE 3.800 3.800

A0440 30302-1000 DITCH RECONDITIONING LNFT 2,000 2,000 AS DIRECTED BY THE CO

A0460 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 14,151 349 14,500

A0480 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 141 4 145

A0500 40601-0000 FOG SEAL TON 27 3 30

A0520 41102-1000 PRIME COAT, METHOD 1 SQYD 64,278 3,222 67,500

A0540 41105-0000 BLOTTER TON 0.44 0.56 1

A0560 41201-0000 TACK COAT TON 27 3 30

A0580 60201-0800 24-INCH PIPE CULVERT LNFT 90 5 95

-M a r-

:3

A

M c u s e rs

\e k it z m il \p w \c h m d e n \d m s

E p h ra im C a n y o n R o a d S c h e d u le

A .x ls x ]S h e e 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

B1FLAP 2496(1)UT

NUMBER

Grading Removals Surfacing Erosion

Control Drainage

Permanent Signs

& Pavement

Markings

Temporary

Traffic

Control

Miscellaneous Guardrail ALLOWANCE Bid

Schedule

A0600 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 4 4 INCLUDES PIPE ELBOWS

A0620 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 650 35 685

A0640 60704-0000 CLEANING CULVERT IN PLACE EACH 19 1 20

A0660 60901-0400 CURB, CONCRETE, 6-INCH DEPTH LNFT 398 27 425

A0680 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS UDOT MGS GUARDRAIL

A STEEL POSTS(UDOT MGS GUARDRAIL) LNFT 175 25 200

A0700 61702-0000 TERMINAL SECTION(UDOT TYPE II UDOT TYPE II ANCHOR

ANCHOR) EACH 2 2

A0720 61902-1400 GATE, METAL, 16 FEET WIDTH EACH 1 1

A0740 61903-1100 CATTLE GUARD, 32 FEET EACH 1 1

A0760 61920-3000 REMOVE AND RESET CATTLE GUARD EACH 1 1

A0780 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM

CAPACITY HOUR 32 32

A0800 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH HOUR 32 32

A0820 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 32 32

A0840 62201-2750 MOTOR GRADER HOUR 32 32

A0860 62201-3000 HYDRAULIC EXCAVATOR HOUR 32 32

A0880 62301-0000 GENERAL LABOR HOUR 160 160

A0900 62302-1000 SPECIAL LABOR, HIRED TECHNICAL

SERVICES HOUR 40 40

A0920 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40 40

A0940 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 2.6 0.1 2.7

A0960 62515-3000 MULCHING, HYDRAULIC METHOD, BONDED

FIBER MATRIX ACRE 2.6 0.1 2.7

A0980 63301-0000 SIGN SYSTEM EACH 13 13

A1000 63309-0900 DELINEATOR, TYPE FLEXIBLE EACH 138 2 140

A1020 63316-1000 REMOVE AND RESET SIGN EACH 5 5

A1040 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 31.0 31.0

A1060 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 7 7

A1080 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

Estimated

Quantities

Remarks and/or Determination of Estimated Quantity

-M a r-

:3

A

M c u s e rs

\e k it z m il \p w \c h m d e n \d m s

E p h ra im C a n y o n R o a d S c h e d u le

A .x ls x ]S h e e t

(2 SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

Line

Item

No.

Pay Item

Number Pay Item Description Unit

STATE PROJECT

B2FLAP 2496(1)UT

Grading Removals Surfacing Erosion

Control Drainage

Permanent Signs

& Pavement

Markings

Temporary

Traffic

Control

Miscellaneous Guardrail ALLOWANCE Bid

Schedule

X0020 15101-0000 MOBILIZATION LPSM ALL

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

X0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

X0080 15401-0000 CONTRACTOR TESTING LPSM ALL

X0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 465 25 490

X0120 20101-0000 CLEARING AND GRUBBING INCLUDES TEMPORARY

PLASTIC FENCE FOR

ENVIRONMENTALLY

ACRE 1.2 0.1 1.3 SENSITIVE AREAS

X0140 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 10 10

X0160 20301-0700 REMOVAL OF DELINEATOR EACH 27 3 30

X0180 20301-2400 REMOVAL OF SIGN EACH 4 4

X0200 20302-1200 REMOVAL OF GUARDRAIL LNFT 800 40 840

X0220 20420-0000 EMBANKMENT CONSTRUCTION INCLUDES CONSERVING AND

CUYD 329 21 350 PLACING TOPSOIL

X0240 25101-2100 PLACED RIPRAP, METHOD B, CLASS TYPE II RIPRAP DITCH

1(TYPE II RIPRAP DITCH) CUYD 13 2 15

X0260 25120-2100 RIPRAP DITCH, METHOD B, CLASS TYPE I RIPRAP DITCH

1(TYPE I RIPRAP DITCH) LNFT 60 5 65

X0280 25126-0000 REMOVE AND RESET BOULDER EACH 5 5

X0300 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,208 292 2,500

X0320 30301-6000 ROADWAY RECONDITIONING MILE 1.200 1.200

X0340 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 4,258 242 4,500

X0360 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 43 2 45

X0380 40601-0000 FOG SEAL TON 8 2 10

X0400 41102-1000 PRIME COAT, METHOD 1 SQYD 19,331 919 20,250

X0420 41105-0000 BLOTTER TON 0.13 0.87 1

X0440 41201-0000 TACK COAT TON 8 2 10

X0460 60704-0000 CLEANING CULVERT IN PLACE EACH 8 8

X0480 61701-4500 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS UDOT MGS GUARDRAIL

A STEEL POSTS(UDOT MGS GUARDRAIL) LNFT 775 25 800

X0500 61702-0000 TERMINAL SECTION(UDOT TYPE I ANCHOR) EACH 2 2 UDOT TYPE I ANCHOR

X0520 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 1.2 0.1 1.3

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

-M a r-

:4

P

M c u s e rs

\e k it z m il \p w \c h m d e n \d m s

E p h ra im C a n y o n R o a d O p ti o n X .x ls x ]S h e e t

STATE PROJECT

B3FLAP 2496(1) UT

Grading Removals Surfacing Erosion Control Drainage

Permanent Signs &

Pavement Markings

Temporary Traffic Control Miscellaneous Guardrail ALLOWANCE Bid

Schedule

X0540 62515-3000 MULCHING, HYDRAULIC METHOD, BON

FIBER MATRIX ACRE 1.2 0.1 1.3

X0560 63301-0000 SIGN SYSTEM EACH 4 4

X0580 63309-0900 DELINEATOR, TYPE FLEXIBLE EACH 43 7 50

X0600 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 9.0 9.0

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-F eb -2

1:

P M

C

PW

_E xp or t\ [E ph ra im C an yo nR oa d_

O pt io nX

.x ls x] S he et

2) SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B4FLAP 2496(1) UT

B5

SUMMARIES

GRADING AND SURFACING

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

STATE PROJECT

P

M d e n p w p p w ic s w o r k in g B S u m E

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

DRAINAGE SUMMARY

B7

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S No. 317512

BRADLEY R.

HARTMAN

STATE PROJECT

P

M d e n p w p p w ic s w o r k in g B S u m E

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

B8

SUMMARIES

EROSION CONTROL

DRAINAGE AND

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S No. 317512

BRADLEY R.

HARTMAN

STATE PROJECT

P

M d e n p w p p w ic s w o r k in g B S u m E

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

Sheet 2 of 2

TRAFFIC SUMMARIES

B10

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

STATE PROJECT

P

M d e n p w p p w ic s w o r k in g B S u m E

C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

STATE PROJECT

A

M d e n p w p p w ic s w o r k in g C p n p

E C .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

Superelevation Diagram

6.9 9%

8.

.98

.93

DIV. OF WILDLIFE RESCOURCES

STATE OF UTAH

DIV. OF WILDLIFE RESCOURCES

STATE OF UTAH

DIV. OF WILDLIFE RESCOURCES

STATE OF UTAH

S E

C T

IO

N

, N

E , S

W

S E

C T

IO

N

, N

W , S

E

NE 1

/4, SW

1/1

SECTIO

N 1

3, SE 1

/4, NW

1/1

SECTIO

N 1

3, 31.40'

L = 163.98'

T = 83.05'

R = 420.00'

PI = 69+48.25

Curve = C16

63.36'

L = 109.68'

T = 55.74'

R = 250.00'

PI = 56+32.01

Curve = C12

74.16'

L = 237.70'

T = 120.01'

R = 700.00'

PI = 58+80.13

Curve = C13

L = 303.66'

T = 152.35'

R = 1500.00'

PI = 63+19.09

Curve = C14

L = 105.70'

T = 53.89'

R = 220.00'

PI = 67+81.99

Curve = C15

257.70'

.92'

P C

.7

P T

.4

P T

.8

P C

.2

P C

.1

P T

.1

P C

.1

P T

.9

P C

.2

P T

.8

68+52.81

67+51.69

67+51.69

61+77.54

61+77.54

57+76.92

56+01.65

56+01.65

57+61.86

57+76.92

57+61.86

59+81.02

59+81.02

60+49.96 61+23.54

64+59.60

64+59.60 65+13.60 66+67.07

68+04.31 68+84.43

68+84.43

-3.00%

3.00% 4.60%

-4.60%

-2.00%-2.00%

2.00%

-2.00% -3.20%

3.20%

-2.00%

2.00% 4.40%

-4.40%

56+63.40

56+63.40

56+94.17

56+94.17

Lt. EOP

Rt. EOP axis of rotation

Profile grade and

68+04.31

59+97.82 67+18.36

8.

6.

200'100'0

Scale in Feet

70+0069+0068+0067+0066+0065+0064+0063+0062+0061+0060+0059+0058+0057+00

Existing Ground

Existing Ground

56+00

EPHRAIM CANYON RD 56+00 TO 70+00

Ephraim Canyon Rd

-10%

0%

10%

-10%

0%

10%

C5

V illa s R d S k y lin e

P r o te c t in p la c e

C

M P

.9

E x is ti n g P r o te c t in p la c e

C

M P

.3

E x is ti n g

INV El. = 6547.75'

Culvert Inlet

8.

CEphraim Canyon Rd L

A to drain to culvert

Grade existing ditch o u tl e t p ip e i n c u lv e r t tr e n c h

I n s ta ll u n d e r d r a in

Bottom of underdrain to drain culvert

Grade existing ditch

R ip r a p A p r o n

C la s s

L t.

E n d S e c ti o n s

L t.

R t.

S k e w

L t.

I n s ta ll

X

C M

P

1:3 slopes around curve of converging ditches. Grade

Round out existing slope

See Standard 602-6 as approved by CO.ditch toward offsite section

Angle Type II flared end see Special 251-A

Install apron non-woven geotextile with Class 2 Type C

Riprap, Class 1 underdrain trench depth

Begin reducing underdrain

Bottom of

Grade Ditch Rt.

Grade backslope no steeper than 1:1.5.

for grading behind pipe inlet.

Refer to T Series Special 602-6

Grade Ditch Rt.

C o n fi r m f in a l lo c a ti o n w it h C

O i n f ie ld o u tl e t p ip e

I n s ta ll u n d e r d r a in

Ditch

2.

1.

NOTES:

trench depth as approved by CO.

outfalls to culvert apron, field fit

Underdrain outlet at 62+50

Finished Grade Detail on sheet C1.

higher than existing ground. See

Finished grade profile to be 6" 3.

Not to be paid for separately.

earthwork quantity totals.

included in roadway

Work for grading ditches

3.

3.

F ie ld V e r if y

E n d s e c ti o n L t.

a n d R t.

R e m o v e

C

P P e x is ti n g

C M

P

P lu g a n d a b a n d o n outlet pipe into riprap apron.

Outfall underdrain see Special 605-A.

Underdrain Outlet Pipe, Confirm final location with CO in field see Special 605-A.

Install underdrain outlet pipe, see Special 605-A underdrain system

End install standard

68+00 Rt.

see Special 605-A

Begin install standard underdrain system, 62+53 Rt.

Outlet INV El.=6524.21

Inlet INV El.=6527.07 field fit as approved by CO.

install 24" X 40' CMP and end section, and flared

Remove existing culvert

Ditch Flowline

Match Existing

INV El. = 6557.79

Ditch

X

C M

P

.5

C le a n e x is ti

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

the US - 4

Waters of

A

M d e n p w p p w ic s w o r k in g C p n p

E C .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

Superelevation Diagram

8.

6.9 9%

3.49

-2.00%

4.60%

77+65.63

78+14.97

78+14.97

76+66.10

76+66.1075+05.98

75+05.9874+27.98

72+40.6370+77.90

74+27.98 72+61.47

72+40.63 72+61.47 78+62.84

-5.40%

5.40% 7.00%

-7.00%

5.42%

-5.42% axis of rotation

Profile grade and

70+13.80

70+13.80 71+40.36

73+34.15

Lt. EOP

Rt. EOP

75+96.38

78+62.84

77+07.69

77+07.69

70+26.62 71+94.41

78+96.17

-4.60%

PROCOR

PROCOR

PROCOR

PROCOR

PROCOR

PROCOR

DIV. OF WILDLIFE RESCOURCES

STATE OF UTAH

S W

S E

C T

IO

N

N E

Block 5 Lot 4

Block 5 Lot 5

Block 5 Lot 6

Block 3 Lot 17

Block 3 Lot 18

Block 3 Lot 19

Block 3

Lot 21

S E

S E

C T

IO

N

N E

SECTION 13, SE 1/4, NE 1/16

SECTION 13, NE 1/4, SE 1/16

L = 163.98'

T = 83.05'

R 420.00'

PI =

69+

48.25

C urve =

C

L = 50.14'

T = 25.15'

R = 260.00'

PI = 72+51.13

Curve = C17

L = 154.28'

T = 138.22'

R = 70.00'

PI = 75+30.30

Curve = C18

L = 110.83'

T = 58.08'

R = 150.00'

PI = 76+89.56

Curve = C19

P T

.3

P C

.4

L = 100.95'

T = 51.30'

R = 230.00'

PI = 78+36.79

Curve = C20

PT 78+

86.43

.1 7'

.9

.8

PT

2+

.1

P C

.9

PC

3+

.0

PT 75+46.36

PC 76+31.48

P T

.1

0 7

76+00

.1

200'100'0

Scale in Feet

79+0078+0077+0076+0075+0074+0073+0072+0071+0070+00

Existing Ground

E ph raim

C an yon R d

EPHRAIM CANYON RD 70+00 TO 79+00

C6

-10%

10%

0%

-10%

10%

0%

P r o te c t in p la c e

C

M P

.0

E x is ti n g

P r o te c t in p la c e

C

M P

.4

E x is ti n g

A

78+

A

A

A widening

End pavement

75+96.37 widening

Begin pavement

73+34.13

See Special 204-A

Riprap Ditch

.3

.7 see Special 204-A

End riprap ditch Type II

71+19.72 Rt.

see Special 204-A

Begin riprap ditch Type II

70+04.34 Rt.

Type II, Rt.

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

US - 4

Waters of the

US - 5

Waters of the

2.

CEphraim Canyon Rd L

2.

1.

NOTE:

channel.

delineated Waters of the US

Do not place riprap within the sheet C1.

See Finished Grade Detail on higher than existing ground.

Finished grade profile to be 6"

A

M d e n p w p p w ic s w o r k in g C p n p

E C .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

Superelevation Diagram

8.

6.9 9%

8.

8.

PROCOR

PROCOR

PROCOR

PROCOR

PROCOR

.3 no t in us e Po wer po le

BENCH MARK40

.0

L .9

T .3

R .0

P I .7

C u rv e C

PT 7

8+86.4

PC 80

+55.3

L = 269.80'

T = 250.57'

R = 120.00'

PI = 83+05.96

Curve = C21

L = 155.97'

T = 82.68'

R = 190.00'

PI = 86+55.81

Curve = C22

247.93'

6.7

9'

L = 233.41'

T = 129.04'

R = 220.00'

PI = 90+14.93

Curve = C23

.8

.9

P T

.1

P C

.8

P T

.3

P C

.1

P T

.1

P C

.1

78+00

80+00

0 9

-5.79%-6.15%

90+88.10

90+88.10

88+04.06

89+17.09

89+17.09

86+95.90

86+95.9086+06.33

86+06.3380+94.99 82+85.59

80+94.99 82+85.59

5.79%6.15%

-2.00%-2.00% -2.00%

-7.32%

7.32%

Rt. EOP

Lt. EOP

85+50.33 axis of rotation

Profile grade and

92+78.76 79+47.46

79+68.93

80+23.05 83+57.53

84+11.65 84+96.33

91+93.03

91+39.17

S E

C T

IO

N

S E

C T

IO

N

EPHRAIM CITY

BLOCK 1

LOT 25

BLOCK 5

LOT 2

BLOCK 5

LOT 3

BLOCK 3

LOT 6

BLOCK 3

LOT 3

BLOCK 3

LOT 2

BLOCK 3

LOT 1

BLOCK 1

LOT 7

BLOCK 1

LOT 8 BLOCK 1

LOT 6

BLOCK 1

LOT 1BLOCK 1

LOT 9

SECTI

ON

, N

E 1/

4, S

E 1/

SECTI

ON

, S

E 1/

4, N

E 1/

BLOCK 1

LOT 5

BLOCK 1

LOT 2

Property Owner

200'100'0

Scale in Feet

93+0092+0091+0090+0089+0088+0087+0086+0085+0084+0083+0082+0081+0080+00

Existing GroundExisting Ground

79+00

EPHRAIM CANYON RD 79+00 TO 93+00

CEphraim Canyon Rd L

E p h raim

C an yon R d

-10%

10%

0%

10%

0%

-10%

C7

1.

NOTE:

sheet C1.

See Finished Grade Detail on higher than existing ground.

Finished grade profile to be 6"

X

C M

P

.0

C le a n e x is ti

Begin pavement widening

79+68.93

A

A

A

A3

80+80

78+87

A 3

See Special 204-A

See Special 204-A + .6

8+37.30

.0

.4

Riprap Ditch Type II, Rt.

Riprap Ditch Type II, Lt.

see Special 204-A

Begin riprap ditch Type II

83+37.30, Lt.

see Special 204-A

End riprap ditch Type II

85+34.68, Lt.

see Special 204-A

Begin riprap ditch Type II

80+53.40, Rt.

see Special 204-A

End riprap ditch Type II

83+43.08, Rt.

pavement section roadway mainline existing pullout to match

Pave 4' wide apron of

86+21 to 87+60, Rt widening

End pavement

84+11.65

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

the US - 6

P

M d e n p w p p w ic s w o r k in g C p n p

E C .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

Superelevation Diagram

8.

8.

6.9 9%

6.9 9% n o t in u se

P o w e r p o le t in u se

P o w e r p

BENCH MARK

.0

.4 n o t in u se

P o w e r p t in u se

P o w e r p n o t in u se

P o w e r p

FOREST

NATIONAL

MANTI-LASAL

S E C T

IO

N

N W /4 S

W /1

S E C T

IO

N

S

W /4

N W /1

NATIONAL FOREST

MANTI-LASAL

S E C T

IO

N

S E C T

IO

N

233.87'

L = 199.56'

T = 107.62'

R = 215.00'

PI = 94+60.80

Curve = C24

2.

L = 195.92'

T = 221.72'

R = 80.00'

PI = 104+50.36

Curve = C26

.9

.0

P T

.3

PT

9+

.6

PC

2+ .6

PT 104+24.57

P C

.7

P T

.7

P C

.1

0+

2+

104+00

106+00

L = 183.89'

T = 118.30'

R = 115.00'

PI = 98+87.72

Curve = C25

101+46.59

99+19.63

99+19.63

98+14.74

98+14.74 95+21.14

95+21.1493+84.78

93+84.78 105+16.40

102+71.84

102+71.84

103+81.37

103+81.37

-7.99%

7.99%

-2.00%

-7.42%

7.42%

-2.00%

-5.85%

5.85%

96+27.16 96+87.78 axis of rotation

Profile grade and

101+36.81

Lt. EOP

Rt. EOP

-2.00%

97+41.7095+73.12 99+92.67 101+90.87

104+62.34

93+32.80

200'100'0

Scale in Feet

107+00106+00105+00104+00103+00102+00101+00100+0099+0098+0097+0096+0095+0094+00

Existing Ground Existing Ground

EPHRAIM CANYON RD 93+00 TO 107+00

93+00

Ep hr ai m C an yo n

R d

0%

10%

-10%

C8

0%

10%

-10%

P r o te c t in p la c e

C

M P

.8

E x is ti n g

X

C M

P

.3

C le a n e x is ti

X

C M

P

.6

C le a n e x is ti n g

See D Series

ATV Parking Lot, existing cattleguard

Remove and reset

94+27.50

CEphraim Canyon Rd L

See note 2.

4.

See note 3.

coordinate with CO.

environmental clearance, limits of ROW and

Grade to drain within

5.

5.

Type C non-woven geotextile

Riprap Class 2 with Class 2

5.

5.

See Special 204-A See Special 204-A

.3

.0

.6

.6 see D Series

Pullout Area 1, ATV Turnaround

End riprap ditch Type I

96+00, 22.81' Lt.

Type II

End riprap ditch

104+45.66, Lt.

Type II

Begin riprap ditch

101+13.64, Lt.

Riprap Ditch Type I, Lt. Riprap Ditch Type I, Lt.

ditch Type I

Begin riprap

36.65' Lt.

93+79.39, approved by the CO.

location and quantity as

Lot perimeter. Field verify boulders along ATV Parking

Remove and reset 35 mainline pavement section pullout to match roadway

Pave 4' wide apron of existing

102+68 to 103+42, Rt.

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

the US - 6

Waters of

5.

4.

3.

2.

1.

NOTES:

channel.

delineated Waters of the US

Do not place riprap within

See Special 204-A.

for sight distance.

Trees to be removed by others pullout.

existing ditch and proximity to

No pavement widening due to proximity to parking lot.

adequate sight distance and

No pavement widening due to sheet C1.

See Finished Grade Detail on higher than existing ground.

Finished grade profile to be 6"

- 7

Wetland

A

M d e n p w p p w ic s w o r k in g C p n p

E C .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

Superelevation Diagram

6.9 9%

6.9 9%

6.9 9%

8.

9 7 .0

675.96'

L = 145.82'

T = 73.11'

R = 803.00'

PI = 111+73.64

Curve = C27

171.49'

L = 144.46'

T = 74.15'

R = 260.00'

PI = 114+91.99

Curve = C28

.7 9'

L = 135.24'

T = 68.97'

R = 280.00'

PI = 117+30.06

Curve = C29

37.46'

L = 126.32'

T = 63.40'

R = 600.00'

PI = 118+97.19

Curve = C30

.22'

P C

.8

P C

.0

P T

.3

P C

.3

P T

.1

P C

.8

P T

.3

P T

.3

P C

.5

119+47.81

116+18.55

114+47.04 115+33.10 117+70.70

117+70.70

118+19.76

118+49.18

118+49.18

119+47.81

-2.00%-2.40%

2.40%

-4.00%

4.00%

-5.42%

5.42%

-2.00%-2.80%

2.80%

-2.00% axis of rotation

Profile grade and

111+15.73

111+15.73

112+31.15

112+31.15

110+50.50

Rt. EOP

Lt. EOP

112+96.33 113+47.08 114+47.04 115+33.10 116+81.60

116+81.60

111+04.91

112+41.97 114+01.00 119+52.94

120+36.77120+04.22

120+90.71

FOREST

NATIONAL

MANTI-LASAL

S

EC

TI

O

N 8, N

W /4 S

W /1

S

EC

TI

O

N 8, N

W /4 S

W /1

S

EC

TI

O

N 8, N

W /4 S

W /1

S

EC

TI

O

N 8, N

W /4 S E 1/

S E C T

IO

N

, N

W /4 , S

E /1

S E C T

IO

N

, S

W /4 , N

E /1

N W /4 , S

W /1

S E C T

IO

N

S W /4 , N

W /1

S E C T

IO

N

200'100'0

Scale in Feet

121+00120+00119+00118+00117+00116+00115+00114+00113+00112+00111+00110+00109+00108+00

Existing Ground Existing Ground

EPHRAIM CANYON RD 107+00 TO 121+00

CEphraim Canyon Rd L

Ephraim Canyon Rd

107+00

-10%

10%

0%

10%

0%

-10%

C9

1.

NOTE:

sheet C1.

See Finished Grade Detail on higher than existing ground.

Finished grade profile to be 6"

P r o te c t in p la c e

C

M P

.5

E x is ti n g

X

C M

P

.3

C le a n e x is ti n g widening

Begin pavement

120+36.77, Rt.

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

the US - 10

A

M d e n p w p p w ic s w o r k in g C p n p

E C .d g n

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

Superelevation Diagram

6.9 9%

6.9 9%

6.9 9%

8.

7932.4630

S W

S W

S E

C T I O

N

S W

S E

S E

C T I O

N

235.9 5'

50.87'

L = 445.09'

T = 268.83'

R = 315.00'

PI = 227+85.65

Curve = C58

PC

231+

37.62 L = 187.98'

T = 154.86'

R = 90.00'

PI = 232+92.47

Curve = C59

.4

.7

P T

.9

P C

.1

PT

+25 .5

PC

6+ .0

PT

.9

P C

.8

0+

4+

6+

L = 191.80'

T = 99.30'

R = 300.00'

PI = 223+73.45

Curve = C57

222+93.63

222+93.63

222+19.27

224+41.58

224+41.58

225+41.17

225+41.17 224+91.38

229+42.41

229+42.41 231+80.42

231+80.42 232+82.79

232+82.79

235+40.16

-2.00%

-7.88%

7.88%

-2.00% -3.80%

3.80%

-3.80%

3.80%

Rt. EOP

Lt. EOP axis of rotation

Profile grade and

222+70.55 229+65.49

230+16.77 230+46.27

231+00.57

235+94.02

234+16.94

233+62.64

235+00234+00233+00232+00231+00230+00229+00228+00227+00226+00225+00224+00223+00

Existing Ground Existing Ground

200'100'0

Scale in Feet

222+00

Existing Ground Existing Ground

EPHRAIM CANYON RD 225+00 TO 239+00 OPTION X

236+00

Ep hr aim C an yo n R d

-10%

10%

0%

-10%

10%

0%

C19C19

1.

NOTE:

sheet C1.

See Finished Grade Detail on higher than existing ground.

Finished grade profile to be 6"

Begin pavement widening

230+46.34

End pavement widening

234+16.94

A see D Series

Pullout Area 3, 5+

P r o te c t in p la c e

E x is ti n g

C

M P

.6

X

C M

P

C le a n e x is ti n g

.1

Protect in place

Existing 24" CMP

Ephraim Canyon Rd LC

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

Wetland - 15

.453

NATIONAL FOREST

MANTI-LASAL

S E

C T I O

N

S E

C T I O

N

NATIONAL FOREST

MANTI-LASAL

STATE PROJECT

P

M d e n p w p p w ic s w o r k in g D p ln

E C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

60'30'0

Scale in Feet

CEphraim Canyon Rd L

Ephraim Canyon Rd

D1

68.96' Rt.

95+34.87, ATV PARKING AREA LAYOUT

13.00' Rt.

98+81.62, 98+61.69, 50.40' Rt.

End concrete curb

98+61.69, 29.30' Rt.

Existing boulders

Remove and Reset

Existing Fence

Do Not Impact 3.

Existing boulders

Remove and Reset3.

approved by CO.

ditch to be

Alignment of

Outside TCE Limits

Do Not Work

13.00' Rt.

94+51.67, layout sheet

See ATV Turnaround

Pullout Area 1, ATV Turnaround

5.

4.

3.

2.

1.

NOTES:

striping.

See V Series for signing and section.

roadway mainline pavement

Pave ATV Parking Area to match verified and approved by CO.

Quantity and location to be field

Geotextile Type C non-woven.

Riprap 18" thick, use Class 2, Profile Detail on Sheet C1.

than existing ground. See

Finished grade to be 6" higher

Taper Detail

See Detail A for Curb

Begin concrete curb

94+75.40, 23.00' Rt.

1.5'

Flowline

CURB TAPER

DETAIL A

Symbol, typ.

Pavement Marking

Non-Mountable Curb

Portland Cement Concrete N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

Waters of the US - 6

Grade

Finished

Proposed

Wetland - 7

27.37' Rt.

95+05.25, .5

48.75' Rt.

95+01.23, 135°0'0"

3°

'6 .2

.8

17.00' Lt.

97+67.63, 17.00' Lt.

97+09.63, 2.

0'

R

R

58'

58'

A

M d e n p w p p w ic s w o r k in g D p ln

E C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

.453

NATIONAL FOREST

MANTI-LASAL

NATIONAL FOREST

MANTI-LASAL

+00

Ephraim Canyon Rd

60'30'0

Scale in Feet

CEphraim Canyon Rd L

D3

0'

R

96+14.43, 13.00' Lt.

98+55.89, 13.00' Lt.

PT = 98+36.89, 24.78' Lt.

46.34' Lt.

PC = 98+04.93,

72.96' Lt.

PT = 97+73.85, 74.22' Lt.

PC = 97+03.57,

R

97+50

PULLOUT AREA 1

ATV TURNAROUND

3.

2.

1.

NOTES:

striping.

Turnaround Pullout Area 1

See Sheet D1 for ATV

Profile Detail on Sheet C1.

than existing ground. See

Finished grade to be 6" higher mainline pavement section.

Pave pullout to match roadway

Elev = 6854.33'

97+40.00, 60.00' Lt.

Elev = 6854.56'

97+40.00, 30.00' Lt.

Elev = 6854.56'

97+40.00, 30.00' Lt.

Elev = 6860.66'

98+00.00, 30.00 Lt.

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

ERIN JAMES

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

Wetland - 7

A

M d e n p w p p w ic s w o r k in g D p ln

E C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

UT UT FLAP 2496(1)

.463

5 7

60'30'0

Scale in Feet

CEphraim Canyon Rd L

Ep hr ai m C an yo n

Rd

D6

OPTION X

226+00

PULLOUT AREA 3

R

12.76' Lt.

225+14.28, 13.00' Lt.

226+54.59, 33.74' Lt.

225+49.27, PC =

33.84' Lt.

226+19.13, PT =

2.

1.

NOTES:

Profile Detail on Sheet C1.

than existing ground. See

Finished grade to be 6" higher mainline pavement section.

Pave pullout to match roadway

Elev = 7931.11'

225+65, 23.00' Lt.

Elev = 7933.73'

226+05, 23.00' Lt.

N

H

R E

E

AT

FOETAT

U

N

C I

L E

S

LAN

I G

N E

ISSEFORP

O

D E

S

10500197-2202

Wetland - 15