2-For Bidding Drawings 2008-050 Skutumpah Road 2511-034 Johnson Canyon Road.pdf

PDF 37 MB Posted Apr 7, 2026

Attached to: NS26-122 Kane County - Skutumpah Rd Improvements & Johnson Canyon Rd Reconstruction
Solicitation number: NS26-122
Issued by: Kane County, Utah

About this file

Written by GovTribe AI · Apr 9, 2026

Summary

This document comprises bidding drawings for Kane County's Skutumpah Road Improvements (Project #2008-050) and Johnson Canyon Road Reconstruction (Project #2511-034) in Utah. The Skutumpah Road project extends from Station 10+10.29 to Station 136+90.00, spanning approximately 12.7 miles, while the Johnson Canyon Road project runs from Station 10+00.00 to Station 380+68.00, covering approximately 3.8 miles. The work includes roadway excavation, cement-treated base course installation, hot mix asphalt (HMA) surfacing at 3/8-inch thickness, drainage infrastructure including multiple corrugated metal pipe culverts ranging from 18 to 60 inches in diameter, gravel driveways, pavement markings, sign installation and removal, and mailbox relocation. Key quantities include 1,710 cubic yards of roadway excavation, 23,256 square yards of cement-treated base course, 6,200 tons of HMA for Skutumpah Road, 11,400 tons of HMA for Johnson Canyon Road, 250 feet of 18-inch HDPE pipe (owner-furnished), and 65 to 56 gallons of pavement marking paint across respective schedules. Bids are due at Kane County Offices (76 North Main Street, Kanab, Utah) on Tuesday, April 21, 2026 at 11:30 a.m. local time, with written questions due to Kaden Finlinson at kaden.f@jonesanddemille.com by Thursday, April 16, 2026 at 5:00 p.m. No pre-bid conference is scheduled, and bidding documents are available only in electronic format from Jones & DeMille Engineering, Inc.

The drawings are prepared for bidding purposes and include plan and profile sheets, typical sections, construction details, and summaries organized into multiple schedules. Schedule 2 covers Skutumpah Road and the initial portion of Johnson Canyon Road (Stations 10+00.00 to 90+50.00), while Schedule 3 addresses the remaining Johnson Canyon Road work (Stations 90+50.00 to 380+68.00). The typical section for Schedule 2 shows a 26-foot pavement width with 11-foot lanes and 2-foot shoulders, while Schedule 3 specifies a 24-foot pavement width with similar lane and shoulder configurations. Design speed is 40 miles per hour for Skutumpah Road with a maximum superelevation of 6 percent, and superelevation transitions are detailed throughout Johnson Canyon Road. Asphalt shoulder repairs are required on Johnson Canyon Road from Station 253+20.00 to Station 274+70.00, with specific lane-level and overlay asphalt specifications. The project includes utility coordination requirements through Blue Stakes of Utah (1-800-662-4111) and compliance with pavement marking standards per the Manual on Uniform Traffic Control Devices.

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KANE COUNTY

SKUTUMPAH ROAD IMPROVEMENTS

AND

JOHNSON CANYON ROAD RECONSTRUCTION

DRAWINGS

APRIL 7, 2026

FOR BIDDING ONLY

Project #: 2008-050 & 2511-034 h:

0\ dw g\ tit le

2008-050 1

SHEET NO.PROJECT NO.

APPROVAL

RECOMMENDED FOR APPROVAL:

DATE

APPROVED:

DATE

IDAHO

C O

ARIZONA

WASHINGTON KANE

SAN JUAN

GARFIELDIRON

BEAVER PIUTE WAYNE

GRANDEMERY

SEVIER

MILLARD

SANPETE

CARBON

UINTAH

DUCHESNE

UTAH

WASATCH

SALT LAKE

JUAB

TOOELE

BOX ELDER

DAVIS

SUMMIT

MORGAN

WEBER

DAGGETT

RICH

CACHE

WYOMING

Jones & DeMille Engineering, Inc.

1.800.748.5275 www.jonesanddemille.com

GIS - ENVIRONMENTAL - MATERIALS TESTING

CIVIL & STRUCTURAL ENGINEERING - SURVEYING

- shaping the quality of life -

SUBMITTAL: FOR BIDDING ONLY

VICINITY MAP

PROJECT LOCATION

GLENDALE

SKUTUMPAH ROAD

GLENDALE BENCH ROAD

KANE COUNTY

SKUTUMPAH ROAD IMPROVEMENTS

KANE COUNTY, UTAH

GLENDALE

KANAB

CANNONVILL

H W

JOHNSON CANYON ROAD

HIGHWAY 89

4-7-2026

Apr 07 2026

-0

PP-05

PP-06

PP-07

PP-08

PP-09

PP-10

10+00

PCL Skutumpah

BEGIN PROJECT

STA 10+10.29

N: 1062517.1104 E: 384974.9364

PCL Skutumpah

END PROJECT

STA 136+90.00

N: 1069273.8217 E: 393865.8634

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INDEX

INDEX TO SHEETS

SHEET NO. SHEET TITLE

1 TITLE

1A INDEX

1B LEGEND

PP-01 TO PP-10 PLAN AND PROFILE

TS-01 TYPICAL SECTIONS

SM-01 TO SM-05 SUMMARIES

DT-01 TO DT-03 DETAILS

JOHNSON CANYON ROAD

O N

EN 1 TO TC 16 UDOT STANDARD DRAWINGS (22 SHEETS)

LEGEND

EDGE OF ASPHALT

EDGE OF CONCRETE

EDGE OF GRAVEL SURFACING

EDGE OF DIRT SURFACING

EDGE OF ASPHALT SURFACING

TOP BACK OF CURB

LIP OF CURB

TOP OF SIDEWALK

TOP OF CONCRETE

TOP OF GRATE

EDGE OF ASPHALT

FLOW LINE OF GUTTER

FLOW LINE OF CULVERT

SIDEWALK

FINISHED GROUND

TOP OF ASPHALT

CONCRETE SURFACING

ASPHALT SURFACING

STREET SIGN

TBC

LOC

TSW

TOC

TOG

EOA

FLG

FLC

TOA

SANITARY SEWER LINE

CULINARY WATER LINE

BURIED POWER LINE

FENCE LINE (BARBED OR STOCKTIGHT)

DRAINAGE CULVERT

FLOW LINE OF DITCH

BURIED TELEPHONE LINE

NATURAL GAS LINE

BURIED CABLE TV LINE

CULINARY WATER VALVE

SANITARY SEWER MANHOLE

TREE

CONCRETE SURFACING

DELINEATOR POST

PROPERTY LINE

IRRIGATION LINE

REQUESTED RIGHT OF WAY LINE

SANITARY SEWER MANHOLE

CULINARY WATER VALVE

DRAINAGE CULVERT

CULINARY WATER LINE

SANITARY SEWER LINE

SECTION LINE

PROPOSED RIGHT-OF-WAY LINE

SUBDIVISION BOUNDARY LINE

LOT LINES

QUARTER SECTION LINE

(P.U.E.) PUBLIC UTILITY EASEMENT

DEED LINE

FIRE HYDRANT

STRUCTURE

DELINEATOR POST

STREET SIGN

TOP OF CUT LIMITS

TOE OF FILL LIMITS

CULINARY WATER METER

WATER METER

POWER POLE & GUY WIRE

G.W.

STORM DRAIN

SANITARY SEWER SERVICE

POWER POLE

EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES

(SIDEWALK, CURB, GUTTER, ETC.)

FENCE LINE (CHAIN LINK)

TELEPHONE PEDESTAL

OVERHEAD CABLE TV LINE

OVERHEAD POWER LINE

OVERHEAD TELEPHONE LINE

BURIED POWER LINE

OVERHEAD POWER LINE

BURIED TELEPHONE LINE

OVERHEAD TELEPHONE LINE

BURIED CABLE TV LINE

OVERHEAD CABLE TV LINE

NATURAL GAS LINE

IRRIGATION LINE

STORM DRAIN

FENCE LINE (BARBED OR STOCKTIGHT)

FENCE LINE (CHAIN LINK)

FIBER OPTIC LINE

MAILBOX

ABBREVIATIONS

POWER POLE

COMMUNICATION MANHOLE

RIGHT-OF-WAY

SEWER MANHOLE

LEFT

RIGHT

EPP

CMH

R/W

SMH

L / LT

R / RT

TEMPORARY T.C.E.

PUBLIC UTILITY EASEMENTP.U.E.

CONSTRUCTION EASEMENT

STATIONSTA

EXISTING CITY BLOCK LINES

BLOCK LINE

EXISTING N/A LINE

EPP

SMH SMH

EPP

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WMH WATER MANHOLE

LIGHT POLE

SCO

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-4.00:1 -4.00:1 -4.00:1-4.00:1

-4.00:1

2.00:1 2.00:1

11.00' 2.00'

7.00'

CLEAR ZONE

11.00'2.00'5.00'

NOTE:

1. HOLD SHOULDER WIDTH, SLOPE VARIES

-4.00:1

-4.00:1-4.00:1 -4.00:1

2.00:1 2.00:1

TYPICAL SECTION 1

5.00'

7.00'

CLEAR ZONE

STATION 10+10.29 TO STATION 136+90.00

DESIGN SPEED = 40 MPH

eMAX = 6%

←2% 2%→

ROADWAY EXCAVATION

(PLAN QUANTITY) REQ'D

EMBANKMENT

HOT MIX ASPHALT - 1/2" REQ'D

(4 INCHES THICK)UNTREATED BASE COURSE

(PLAN QUANTITY) REQ'D

(6 INCHES THICK)

33.00' 33.00'

66.00' REQUESTED RIGHT-OF-WAY

R/W R/W

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BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

PIPE CULVERT (SEE PLAN

AND PROFILE SHEETS) EDGE OF ROAD

NOTES:

1. SEE PLAN AND PROFILE SHEETS FOR LOCATIONS & PIPE SIZES.

2. SLOPE DRAINAGE DITCH TO DRAIN TO PIPE CULVERT INLET.

PIPE CULVERT (SEE PLAN

AND PROFILE SHEETS)

ROAD CENTERLINE

PLAN VIEW

EDGE OF ROAD

ROAD CENTERLINE

DITCH

NOTES:

1. MINIMUM OUTLET DITCH SLOPE OF 0.5%

INLET BASIN

EXISTING

GROUND

FINISHED GRADE

END SECTION (TYP.)

SECTION A-A

GRADE TO DRAIN

PIPE CULVERT (SEE PLAN

AND PROFILE SHEETS)

SCALE

VARIES

PIPE CULVERT INLET DETAIL

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NATURAL GROUND

PIPE CULVERT

CULVERT END SECTION

FIBER ROLL CHECK DAM

PIPE CULVERT PLAN

TOP OF CUT

DITCH FLOWLINE

FLOW

SECTION A-A

PIPE CULVERT

CULVERT END SECTION

DITCH FLOWLINE

TOP OF CUT

FIBER ROLL CHECK DAM

SEE SECTION B-B

10' 20'

5' 10'

2 3PIPE SIZE

18" TO 54" DIA. PIPES

60" TO 72" DIA. PIPES

NOTES FOR CHECK DAM:

1. DO NOT PLACE CHECK DAMS ACROSS NATURAL STREAM BEDS.

2. CONSTRUCT CHECK DAMS SO THAT WATER DOES NOT FLOW AROUND ENDS

OF DAM.

3. REMOVE SEDIMENT AS IT ACCUMULATES AND PLACE IT IN STABLE AREA.

4. AFTER SURROUNDING AREAS HAVE BEEN SEEDED AND MULCHED. BREAK

APART FIBER ROLLS AND SPREAD THE STRAW OVER SEEDED AREAS.

12" FIBER ROLL REQ'D

SECTION B-B

KEY-IN FIBER ROLL 2 INCHES DEEPDITCH FLOW

INSTALL 2 WOOD STAKES IN "X" PATTERN 1

FOOT FROM ENDS OF ROLL AND AT MAXIMUM

SPACING OF 5 FEET ALONG LENGTH OF ROLL.

DRIVE WOOD STAKE INTO GROUND MINIMUM

OF 4 INCHES.

SCALE

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VARIES

FIBER ROLL CHECK DAM AT PIPE CULVERT DETAIL

WOOD STAKE

MINIMUM DIMENSIONS

3/4 INCHES BY 1-1/2

INCHES BY 18 INCHES

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30' TO 32' OUT TO OUT

SEE NOTE 1

12" 12"UNTREATED

BASE COURSE

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VARIES

OWNER FURNISHED CATTLE GUARD DETAIL

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NOTES:

1. CATTLE GUARD SHALL EXTEND AT LEAST TWO FEET PAST

SHOULDER ON EACH SIDE OF ROAD. VERIFY THAT WIDTH OF

OWNER FURNISHED CATTLE GUARD WILL BE SUFFICIENT

BEFORE INSTALLATION.

0 23 +0

0 24 +0

PC: 10+18.36

PC: 19+03.98

: 2

PT: 10+47.81

PT: 21+93.31

PCL Skutumpah

BEGIN PROJECT

STA 10+10.29

N: 1062517.1104

E: 384974.9364 BE

, 0 .0

W =4

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, 2 7.

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+7 6.

, 1

R T

+7 8.

, 1

E, C

A R

Q 'D

(2 ) R

+8 2.

E, C

A R

+4 5.

N50°23'29"E

N33°30'53"E

N16°56'14"E

R=100.000' L=29.46'

R=1000.000' L=289.33'

R=1000.000' L=202.90'

R65.00'

R80.00'

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

3.04%

1.22%

-4.43%

PVI 10+00.00

Elev 5951.39

L 200.00 FT

K 120.28

El ev

I 1

El ev

L 400.00 FT

K 68.98

El ev

I 1

El ev

L 400.00 FT

K 220.63

El ev

I 2

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

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BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

SKUTUMPAH ROAD

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

4" SOLID DOUBLE

YELLOW LINE

O N

60 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

60 INCH METAL END

SECTION REQ'D (2) REQ'D

: 2

: 3

E, C

A R

+0 5.

E, C

A R

+6 1.

-1

Y O

W N

, 1 5.

-1

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, 1 5.

N28°33'45"E

N15°37'39"E

R=1000.000' L=202.90'

R=2000.000' L=451.52'

24+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

3.10%

1.72%

-0.54%

L 400.00 FT

K 213.00

El ev

I 2

El ev

L 300.00 FT

K 91.60

El ev

I 3

El ev

L 300.00 FT

K 216.56

El ev

I 3

El ev

L 250.00 FT

K 45.19

El ev

H I 3

El ev

I 3

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

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BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

4" SOLID DOUBLE

YELLOW LINE

: 4

'D W

+6 8.

, 1

'D W

+2 5.

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'D W

+1 0.

, 1

+4 0.

, 2

R T

+4 1.

, 1

E, C

A R

+0 0.

E, C

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N15°37'39"E

N24°16'04"E

R=3000.000' L=452.41'

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

0.34%

5.77%

1.08%

3.26%

L 200.00 FT

K 226.39

El ev

I 3

El ev

L 350.00 FT

K 64.48

El ev

I 4

El ev

L 300.00 FT

K 64.00

El ev

I 5

El ev

L 200.00 FT

K 79.52

El ev

I 4

El ev

L 300.00 FT

K 138.06

El ev

I 4

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

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BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

4" SOLID DOUBLE

YELLOW LINE

4" SOLID & BROKEN

: 6

E, C

A R

+1 7.

N24°16'04"E

R=1750.000' L=922.37'

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

2.25%

5.37%

5.77%

L 300.00 FT

K 64.00

El ev

L 200.00 FT

K 64.19

El ev

I 6

El ev

L 200.00 FT

K 56.82

El ev

I 6

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

PP-04

-0

:\2

0\ dw g\

-0 4.

dw g

N S

N O

N U

COUNTY

SHEET NO.

O M

C T

E N

D W

G N

Q U

Y M

T R

W D

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

KANE

C O

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

4" SOLID DOUBLE

YELLOW LINE

4" SOLID & BROKEN

YELLOW LINE

4" BROKEN

YELLOW LINE

: 7

'D W

=2 4'

, 1 3.

E, C

A R

+5 0.

N54°27'59"E

R=1750.000' L=922.37'

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

4.24%

0.61%

0.54%

L 400.00 FT

K 107.91

El ev

I 7

El ev

L 300.00 FT

K 272.94

El ev

L 300.00 FT

K 62.12

El ev

I 6

El ev

L 300.00 FT

K 82.63

El ev

I 7

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

PP-05

-0

:\2

0\ dw g\

-0 5.

dw g

N S

N O

N U

COUNTY

SHEET NO.

O M

C T

E N

D W

G N

Q U

Y M

T R

W D

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

KANE

C O

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY 2'

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

80+00

81+00

PC: 80+27.13

: 9

: 8

PT: 91+87.81

'D W

+9 7.

, 1

'D W

+7 7.

, 1

'D W

+0 2.

, 1

E, C

A R

+3 4.

E, C

A R

+1 9.

E, C

A R

+2 2.

E, C

A R

+9 9.

-2

Y O

W N

, 1 5.

-2

Y O

W N

, 1 5.

N54°27'59"E

N83°43'21"E N85°20'07"E

R=750.000' L=382.96' R=5000.000' L=140.75'

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

1.71%

0.46%

-1.59%

L 300.00 FT

K 272.94

El ev

I 8

El ev

L 300.00 FT

K 239.61

El ev

I 8

El ev

L 300.00 FT

K 146.41

El ev

H I 8

El ev

I 9

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

PP-06

-0

:\2

0\ dw g\

-0 6.

dw g

N S

N O

N U

COUNTY

SHEET NO.

O M

C T

E N

D W

G N

Q U

Y M

T R

W D

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

KANE

C O

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

E, C

A R

E, C

A R

+0 8.

: 9

PC: 104+97.36

PT: 98+84.74

: 1

'D W

.3 7, 3.

0, 9.

R T

.0 0, 9.

N85°20'07"E

N75°41'58"E N77°45'26"E

R=1000.000' L=168.18' R=5000.000' L=179.56'

E-

O N

.0 0, 9.

T O

0, 9.

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

-6.93%

-2.20%

L 300.00 FT

K 63.51

+0 0.

El ev

I 1

El ev

L 400.00 FT

K 651.64

El ev

I 9

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

PP-07

-0

:\2

0\ dw g\

-0 7.

dw g

N S

N O

N U

COUNTY

SHEET NO.

O M

C T

E N

D W

G N

Q U

Y M

T R

W D

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

KANE

C O

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY2'

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

4" SOLID DOUBLE

YELLOW LINE

E, C

A R

E, C

A R

E, C

A R

.9 3, 5.

T O

7, .1

N77°45'26"E

SCHEDULE 1 ADDITIVE 1

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

-2.76%

-5.49%

L 200.00 FT

K 139.17

+5 0.

El ev

I 1

El ev

L 200.00 FT

K 73.15

+5 0.

El ev

I 1

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

REQ'D

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

4/ 7/

PP-08

-0

:\2

0\ dw g\

-0 8.

dw g

N S

N O

N U

COUNTY

SHEET NO.

O M

C T

E N

D W

G N

Q U

Y M

T R

W D

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

KANE

C O

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY2'

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

4" BROKEN

YELLOW LINE

: 1

.5 7, 9.

T O

5, 0.

E, C

A R

E, C

A R

N77°45'26"E

S75°28'41"ER=1000.000' L=467.13'

R=1000.000' L=756.35'

-1

Y O

W N

0, 5.

SCHEDULE 1 ADDITIVE 1

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

-2.00% 1.60%

L 200.00 FT

K 264.71

+2 5.

El ev

I 1

El ev

L 500.00 FT

K 139.01

+6 4.

El ev

I 1

El ev

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

4/ 7/

PP-09

-0

:\2

0\ dw g\

-0 9.

dw g

N S

N O

N U

COUNTY

SHEET NO.

O M

C T

E N

D W

G N

Q U

Y M

T R

W D

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

KANE

C O

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

-1

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

4" DOUBLE SOLID

YELLOW LINE

4" SOLID & BROKEN

YELLOW LINE

4" BROKEN

YELLOW LINE

24 INCH CORRUGATED

METAL PIPE, CLASS A REQ'D

PC: 1

+4 4.9

1, .0

L O

.2 1, .0

-1

Y O

W N

1, 5.

-1

Y O

W N

1, 5.

PCL Skutumpah

END PROJECT

STA 136+90.00

N: 1069273.8217 E: 393865.8634

R=1000.000' L=756.35'

.0 0, .0

136+00

137+00

138+00

139+00

140+00

141+00

4/ 6/

PP-10

-0

:\2

0\ dw g\

-1 0.

dw g

N S

N O

N U

COUNTY

SHEET NO.

O M

C T

E N

D W

G N

Q U

Y M

T R

W D

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

KANE

C O

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

G O

SKUTUMPAH ROAD

SCALE:

HORZ. 1" = 100'

VERT. 1" = 20'

-0

FINISH GRADE

EXISTING GROUND

REQUESTED

RIGHT-OF-WAY

REQUESTED

RIGHT-OF-WAY

EDGE OF ASPHALT

4" SOLID WHITE LINE

EDGE OF ASPHALT

4" DOUBLE SOLID

YELLOW LINE

TIE INTO EXISTING

ROADWAY

TIE INTO EXISTING

ROADWAY

136+90.00

2511-034

VICINITY MAP

SHEET NO.PROJECT No.

APPROVAL

RECOMMENDED FOR APPROVAL:

DATE

APPROVED:

DATE

SCALE: 1" = 15,000'

PROJECT LOCATION

SUBMITTAL: FOR BIDDING ONLY

KANE COUNTY, UTAH

KANE COUNTY

SAN JUAN

KANEWASHINGTON

IRON GARFIELD

WAYNEPIUTEBEAVER

MILLARD

SEVIER

EMERY GRAND

SANPETE

CARBON

JUAB

UTAH

WASATCH

DUCHESNE

UINTAH

DAGGETTSUMMIT

SALT LAKE

TOOELE

DAVIS

MORGAN

WEBER

RICH

CACHE

BOX ELDER

IDAHO

WYOMING

C O

ARIZONA

KANE COUNTY

JOHNSON CANYON ROAD RECONSTRUCTION

KANE COUNTY

N O

R T

Pr in t D at e:

P M

F ile

P at h:

H :\2

4\ dw g\

C D s\

dw g

LOCATION MAP US 89

US 89

S 89A

HNSO

N CANYO

N RO

KANAB

INDEX TO SHEETS

SHEET NO. SHEET TITLE

1 TITLE

1A TO 1B INDEX

2 LEGEND

SM-01 TO SM-05 SUMMARIES

TS-01 TYPICAL SECTIONS

DT-01 DETAILS

PP-01 TO PP-08 PLAN & PROFILE

EN-01 TO TC-16 SELECTED UDOT DRAWINGS (22 SHEETS)

4-7-2026

Apr 07 2026

1 Inch =

300' 600'

600 Feet

ES (2026) Distribution Airbus DS ©

2026 TM

AP M

BILITY Earthstar Geographics SIO

NORTH

PP-01

PP-02

PP-03

PP-04

PP-05

PP-06

PP-07

CL - Johnson Canyon Road

BEGIN PROJECT

STA 10+00.00

N: 9996043.3620 E: 1387069.6170

PP-08

INDEX

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

R O

.d w g

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

TO US-89

1 Inch =

300' 600'

600 Feet

ES (2026) Distribution Airbus DS ©

2026 TM

AP M

CL - Johnson Canyon Road

BEGIN PROJECT

STA 10+00.00

N: 9996043.3620 E: 1387069.6170

CL - Johnson Canyon Road

END PROJECT

STA 380+68.00

N: 10030894.7817

E: 1382759.4412

0000000

1 Inch = 3,000 Feet

000000000 1,500'00000000000000000000000000000000 3,000'

NORTH

INDEX

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

R O

.d w g

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

PP-01

PP-02

PP-03

PP-04

PP-05

PP-06

PP-07

PP-08

TO US-89

SCO

WMH

LEGEND

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

dw g

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

LEGEND AND ABBREVIATIONS

EDGE OF ASPHALT

EDGE OF GRAVEL SURFACING

EDGE OF DIRT SURFACING

EDGE OF ASPHALT SURFACING

TOP BACK OF CURB

LIP OF CURB

TOP OF SIDEWALK

TOP OF CONCRETE

TOP OF GRATE

EDGE OF ASPHALT

FLOW LINE OF GUTTER

FLOW LINE OF CULVERT

SIDEWALK

TOP OF ASPHALT

CONCRETE SURFACING

ASPHALT SURFACING

STREET SIGN

TBC

LOC

TSW

TOC

TOG

EOA

FLG

FLC

TOA

SANITARY SEWER LINE

CULINARY WATER LINE

BURIED POWER LINE

FENCE LINE (BARBED OR STOCKTIGHT)

DRAINAGE CULVERT

FLOW LINE OF DITCH

BURIED TELEPHONE LINE

NATURAL GAS LINE

BURIED CABLE TV LINE

TREE

CONCRETE SURFACING

DELINEATOR POST

PROPERTY LINE

IRRIGATION LINE

EXISTING RIGHT OF WAY LINE

DRAINAGE CULVERT

CULINARY WATER LINE

SANITARY SEWER LINE

SECTION LINE

PROPOSED RIGHT-OF-WAY LINE

SUBDIVISION BOUNDARY LINE

LOT LINES

QUARTER SECTION LINE

(P.U.E.) PUBLIC UTILITY EASEMENT

DEED LINE

FIRE HYDRANT

STRUCTURE

DELINEATOR POST

STREET SIGN

TOP OF CUT LIMITS

TOE OF FILL LIMITS

CULINARY WATER METER

WATER METER

POWER POLE & GUY WIRE

STORM DRAIN

SANITARY SEWER SERVICE

POWER POLE

EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES

(SIDEWALK, CURB, GUTTER, ETC.)

FENCE LINE (CHAIN LINK)

TELEPHONE PEDESTAL

OVERHEAD CABLE TV LINE

OVERHEAD POWER LINE

OVERHEAD TELEPHONE LINE

BURIED POWER LINE

OVERHEAD POWER LINE

BURIED TELEPHONE LINE

OVERHEAD TELEPHONE LINE

BURIED CABLE TV LINE

OVERHEAD CABLE TV LINE

NATURAL GAS LINE

IRRIGATION LINE

STORM DRAIN

FENCE LINE (BARBED OR STOCKTIGHT)

FENCE LINE (CHAIN LINK)

FIBER OPTIC LINE

MAILBOX

ABBREVIATIONS & HATCHING

RIGHT-OF-WAY

LEFT

RIGHT

R/W

L / LT

R / RT

TEMPORARY T.C.E.

LIMITS OF DISTURBANCELOD

CONSTRUCTION EASEMENT

STATIONSTA

EXISTING CITY BLOCK LINES

BLOCK LINE

EXISTING N/A LINE

WATER MANHOLE

LIGHT POLE

GAS METER

CABLE TV PEDESTAL

SANITARY SEWER CLEAN OUT

IRRIGATION MANHOLE

IRRIGATION METER

STORM DRAIN MANHOLE

EXISTING GROUNDEG

FINISHED GRADEFG

CAST-IN-PLACECIP

or or epp

SCO

EPP

SCO

wmh sdm imh

G .W

CONCRETE SURFACING

(SIDEWALK, CURB, GUTTER, ETC.)

W G

GAS METERI

w g i

COMMUNICATION MANHOLEcmm

PUBLIC UTILITY EASEMENTP.U.E.

SEWER MANHOLESMH

STORM DRAIN MANHOLESDM

WATER MANHOLEWMH

IRRIGATION MANHOLEIMH

COMMUNICATION MANHOLECMM

STRUCTURE

SUMMARIES

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

M M

dw g

SM-01

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

SUMMARY OF ITEMS

ITEM NO. ITEM DESCRIPTION UNIT ESTIMATED QUANTITY

BID SCHEDULE 2

2-1 MOBILIZATION LUMP 1

2-2 TRAFFIC CONTROL LUMP 1

2-3 CLEARING & GRUBBING LUMP 1

2-4 ROADWAY EXCAVATION (PLAN QUANTITY) CU YD 1,710

2-5 CEMENT TREATED BASE (CTB) COURSE (PLAN QTY) SQ YD 23,256

2-6 CEMENT POWDER TON 519

2-7 HMA - 3/8 INCH TON 6,200

2-8 GRAVEL DRIVEWAY EACH 5

2-9 UNTREATED BASE COURSE CU YD 85

2-10 SOFT SPOT REPAIR (CONTINGENCY) CU YD 100

2-11 REMOVE SIGN EACH 8

2-12 RELOCATE MAILBOX EACH 2

2-13 PAVEMENT MARKING PAINT GALLON 65

2-14 18 INCH HDPE PIPE CULVERT (OWNER FURNISHED) FEET 250

BID SCHEDULE 3

3-1 TRAFFIC CONTROL LUMP 1

3-2 HMA - 3/8 INCH TON 11,400

3-3 UNTREATED BASE COURSE CU YD 100

3-4 ASPHALT SHOULDER REPAIR FEET 2,150

3-5 PAVEMENT MARKING PAINT GALLON 56

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

M M

dw g

SM-02

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

MISCELLANEOUS SUMMARY

LINE

FROM TO MOBILIZATION TRAFFIC

CONTROL

SOFT SPOT

REPAIR

(CONTINGENCY)

CLEARING &

GRUBBING

RELOCATE

MAILBOX REMARKS

STATION OFFSET STATION OFFSET LUMP LUMP CU YD LUMP EACH

BID SCHEDULE 2

JOHNSON CANYON ROAD 10+00.00 0.00 RT 90+50.00 0.00 RT 1 1 100 1

JOHNSON CANYON ROAD 11+54.40 19.69 LT 1

JOHNSON CANYON ROAD 19+93.81 19.88 RT 1

BID SCHEDULE 2 - TOTAL / USE 1 1 100 1 2

BID SCHEDULE 3

JOHNSON CANYON ROAD 90+50.00 0.00 RT 380+68.00 0.00 RT 1

BID SCHEDULE 3 - TOTAL / USE 0 1 0 0 0

EARTHWORK SUMMARY

LINE

STATION LENGTH

ROADWAY

EXCAVATION

(PLAN QUANTITY)

EMBANKMENT* NET EXPORT*

REMARKS

FROM TO FEET CU YD CU YD CU YD

BID SCHEDULE 2

JOHNSON CANYON ROAD 10+00.00 90+50.00 8,050 1,710 1,455 255

BID SCHEDULE 2 - TOTAL / USE 1,710

*FOR INFORMATION ONLY

CULVERT SUMMARY

LINE

STATION OFFSET STATION OFFSET INVERT IN

(ELEV.)

INVERT

OUT

(ELEV.)

HDPE PIPE CULVERT

(OWNER FURNISHED)

REMARKS18 INCH

FROM TO FROM TO FROM TO FEET

BID SCHEDULE 2

JOHNSON CANYON ROAD 34+02.44 22.55 RT 34+01.58 27.43 LT 5281.92 5280.96 50

JOHNSON CANYON ROAD 39+00.00 22.32 RT 39+00.00 37.68 LT 5283.70 5283.10 60

JOHNSON CANYON ROAD 44+00.00 18.48 RT 44+00.00 21.52 LT 5285.50 5285.09 40

JOHNSON CANYON ROAD 49+10.09 20.06 RT 49+12.64 29.86 LT 5288.83 5287.71 50

JOHNSON CANYON ROAD 55+08.14 22.69 RT 55+11.03 27.19 LT 5293.21 5291.44 50

BID SCHEDULE 2 - TOTAL / USE 250

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

M M

dw g

SM-03

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

DRIVEWAY SUMMARY

LINE

STATION

GRAVEL

DRIVEWAY*

UNTREATED BASE COURSE**

REMARKS

FROM OFFSET TO OFFSET

LENGTH AVE

WIDTH

AVE

DEPTH VOL VOL

EACH FT FT IN CU FT CU YD

BID SCHEDULE 2

JOHNSON CANYON ROAD 12+14.00 13.00 LT 12+56.00 13.00 LT 1 42 38 6 1,232 46

JOHNSON CANYON ROAD 19+64.00 13.00 RT 19+82.00 13.00 RT 1 18 20 6 276 11

JOHNSON CANYON ROAD 31+85.00 13.00 RT 32+01.00 13.00 RT 1 16 14 6 140 6

JOHNSON CANYON ROAD 66+17.00 13.00 RT 66+49.00 13.00 RT 1 32 12 6 224 9

JOHNSON CANYON ROAD 89+45.00 13.00 RT 89+55.00 13.00 RT 1 10 40 6 335 13

BID SCHEDULE 2 - TOTAL / USE 5 85

* UNTREATED BASE COURSE PAID OUT SEPARATELY.

** VOLUMES ON DRIVEWAYS INCLUDE RADII.

SURFACING SUMMARY

LINE

STATION

CEMENT TREATED BASE (CTB) COURSE (PLAN QTY) HMA - 3/8 INCH

REMARKS

(138 LB/FT³) (155 LB/FT³)

FROM TO

LENGTH AVE

WIDTH

AVE

DEPTH AREA AREA CEMENT

POWDER* LENGTH AVE

WIDTH DEPTH VOL

TON

FT FT IN SQ FT SQ YD TON FT FT IN CU FT

BID SCHEDULE 2

JOHNSON CANYON ROAD 10+00.00 90+50.00 8,050 26 6 209,300 23,256 519 8,050 26 4 75,743 5,871

BID SCHEDULE 2 - TOTAL 23,256 519 5,871

BID SCHEDULE 2 - USE 23,256 519 6,200

LINE

STATION UNTREATED BASE COURSE

ASPHALT

SHOULDER

REPAIR**

HMA - 3/8 INCH

REMARKS

(155 LB/FT³)

FROM TO

LENGTH AVE

WIDTH

AVE

DEPTH VOL VOL LENGTH LENGTH AVE

WIDTH DEPTH VOL

TON

FT FT IN CU FT CU YD FT FT FT IN CU FT

BID SCHEDULE 3

JOHNSON CANYON ROAD 90+50.00 380+68.00 29,018 24 2 137,615 10,666 LANE LEVEL &

OVERLAY

JOHNSON CANYON ROAD 253+20.00 274+70.00 2150 2.5 6 2,688 100 2,150 2,150 2 4 2,231 173 SHOULDER

REPAIR

BID SCHEDULE 3 - TOTAL 100 2,150 10,839

BID SCHEDULE 3 - USE 100 2,150 11,400

* CEMENT POWDER PERCENTAGE SHALL EQUAL 8% OF TOTAL MIXTURE WEIGHT.

**UNTREATED BASE COURSE AND HOT MIX ASPHALT PAID OUT SEPARATELY.

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

M M

dw g

SM-04

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

PAINT SUMMARY

LINE

FROM TO

PAVEMENT MARKING PAINT

REMARKS

4" YELLOW

95 FT/GAL 190 FT/GAL 760 FT/GAL

DOUBLE SOLID SOLID BROKEN

STATION OFFSET STATION OFFSET FEET GALLON FEET GALLON FEET GALLON

BID SCHEDULE 2

JOHNSON CANYON ROAD 10+00.00 0.00 35+00.00 0.00 2500 26.32

JOHNSON CANYON ROAD 35+00.00 0.00 41+50.00 0.00 650 3.42 650 0.86 NORTHBOUND PASSING

JOHNSON CANYON ROAD 41+50.00 0.00 51+50.00 0.00 1000 5.26 1000 1.32 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 51+50.00 0.00 61+50.00 0.00 1000 10.53

JOHNSON CANYON ROAD 61+50.00 0.00 65+50.00 0.00 400 2.11 400 0.53 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 65+50.00 0.00 67+75.00 0.00 225 2.37

JOHNSON CANYON ROAD 67+75.00 0.00 71+25.00 0.00 350 1.84 350 0.46 NORTHBOUND PASSING

JOHNSON CANYON ROAD 71+25.00 0.00 73+50.00 0.00 225 0.30

JOHNSON CANYON ROAD 73+50.00 0.00 80+00.00 0.00 650 3.42 650 0.86 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 80+00.00 0.00 81+75.00 0.00 175 1.84

JOHNSON CANYON ROAD 81+75.00 0.00 86+25.00 0.00 450 2.37 450 0.59 NORTHBOUND PASSING

JOHNSON CANYON ROAD 86+25.00 0.00 90+50.00 0.00 425 0.56

BID SCHEDULE 2 - TOTAL 41.05 18.42 5.46

BID SCHEDULE 2 - USE 65

BID SCHEDULE 3

JOHNSON CANYON ROAD 90+50.00 0.00 111+00.00 0.00 2050 2.70

JOHNSON CANYON ROAD 111+00.00 0.00 118+00.00 0.00 700 3.68 700 0.92 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 118+00.00 0.00 132+25.00 0.00 1425 15.00

JOHNSON CANYON ROAD 132+25.00 0.00 140+25.00 0.00 800 4.21 800 1.05 NORTHBOUND PASSING

JOHNSON CANYON ROAD 140+25.00 0.00 200+00.00 0.00 5975 7.86

JOHNSON CANYON ROAD 200+00.00 0.00 205+00.00 0.00 500 2.63 500 0.66 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 205+00.00 0.00 209+50.00 0.00 450 4.74

JOHNSON CANYON ROAD 209+50.00 0.00 216+50.00 0.00 700 3.68 700 0.92 NORTHBOUND PASSING

JOHNSON CANYON ROAD 216+50.00 0.00 270+25.00 0.00 5375 7.07

JOHNSON CANYON ROAD 270+25.00 0.00 278+25.00 0.00 800 4.21 800 1.05 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 278+25.00 0.00 283+00.00 0.00 475 5.00

JOHNSON CANYON ROAD 283+00.00 0.00 287+50.00 0.00 450 2.37 450 0.59 NORTHBOUND PASSING

JOHNSON CANYON ROAD 287+50.00 0.00 296+50.00 0.00 900 1.18

JOHNSON CANYON ROAD 296+50.00 0.00 304+00.00 0.00 750 3.95 750 0.99 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 304+00.00 0.00 309+25.00 0.00 525 0.69

JOHNSON CANYON ROAD 309+25.00 0.00 317+25.00 0.00 800 4.21 800 1.05 NORTHBOUND PASSING

JOHNSON CANYON ROAD 317+25.00 0.00 325+00.00 0.00 775 1.02

JOHNSON CANYON ROAD 325+00.00 0.00 334+75.00 0.00 975 5.13 975 1.28 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 334+75.00 0.00 342+75.00 0.00 800 8.42

JOHNSON CANYON ROAD 342+75.00 0.00 348+00.00 0.00 525 2.76 525 0.69 NORTHBOUND PASSING

JOHNSON CANYON ROAD 348+00.00 0.00 359+50.00 0.00 1150 1.51

JOHNSON CANYON ROAD 359+50.00 0.00 365+50.00 0.00 600 3.16 600 0.79 SOUTHBOUND PASSING

JOHNSON CANYON ROAD 365+50.00 0.00 380+68.00 0.00 1518 15.98

BID SCHEDULE 3 - TOTAL 24.40 21.58 9.80

BID SCHEDULE 3 - USE 56

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

M M

dw g

SM-05

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

SIGNING KEY

SIGN COLOR SIGN CODE

W = WHITE R = RELOCATION

G = GREEN N = NEW SIGN

BL = BLUE AUX = AUXILIARY SIGN

BR = BROWN X = REMOVE

BK = BLACK

Y = YELLOW

R = RED

SIGN SUMMARY

LINE STATION OFFSET MUTCD SIGN

CODE

SIGN

COLOR

SIGN

CODE

SIGN

DESCRIPTION

SIGN, TYPE

A-1, 36 X 36

(BY OTHERS)

SIGN, TYPE

A-1, 18 X 24

(BY OTHERS)

SIGN, TYPE

A-1, 18 X 18

(BY OTHERS)

SIGN, TYPE

A-1, 10 X 30

(BY OTHERS)

REMOVE

SIGN REMARKS

EACH EACH EACH EACH EACH

BID SCHEDULE 2

JOHNSON

CANYON

ROAD

12+39.92 15.47 RT OM-3L Y R OBJECT MARKER (L) 1 1

JOHNSON

CANYON

ROAD

12+81.54 17.96 LT OM-3R Y R OBJECT MARKER (R) 1 1

JOHNSON

CANYON

ROAD

13+36.77 16.15 RT OM-3R Y R OBJECT MARKER (R) 1 1

JOHNSON

CANYON

ROAD

13+91.31 16.15 LT OM-3L Y R OBJECT MARKER (L) 1 1

JOHNSON

CANYON

ROAD

14+45.98 21.22 RT W1-8R Y R CHEVRON (R) 1 1

JOHNSON

CANYON

ROAD

14+78.91 22.73 RT W1-8R Y R CHEVRON (R) 1 1

JOHNSON

CANYON

ROAD

19+04.43 18.62 LT W1-4R, W13-1 Y N REVERSE CURVE (R),

35 M.P.H. ADVISORY 1 1 2

BID SCHEDULE 2 - TOTAL / USE 1 (BY

OTHERS)

2 (BY

OTHERS)

1 (BY

OTHERS)

4 (BY

OTHERS) 8

TYPICAL SECTION NO.1

STA. 10+00.00 TO STA. 90+50.00

(SCHEDULE 2)

26.00'

11.00'2.00'3.61' 11.00' 2.00'

4:1

CEMENT TREATED BASE

COURSE REQ'D (6" THICK)

HMA - 3/8 INCH

REQ'D (4" THICK)

PAVEMENT WIDTH

LANE WIDTH LANE WIDTH

2% 2%

N K.

NOTES:

1. CROSS SLOPES VARY AT

SUPERELEVATIONS AND TRANSITIONS.

SEE SUPERELEVATION TRANSITION

TABLE.

2. DAYLIGHT VARIES AT BRIDGE

CROSSING STA, 12+19.33 TO STA.

14+13.45.

4:1

2.00' 3.61'

N K.

4:1

TYPICAL SECTION NO.2

STA. 90+50.00 TO STA. 380+68.00

(SCHEDULE 3)

24.00'

11.00' 11.00'

HMA - 3/8 INCH REQ'D (1/2" LANE LEVEL)

HMA - 3/8 INCH REQ'D (1-1/2" OVERLAY)

PAVEMENT WIDTH

LANE WIDTH LANE WIDTH

2% 2%

SHOULDERING BY OTHERS

ASPHALT SHOULDER REPAIR REQ'D

STA. 253+20.00 TO STA. 274+70.00 (SEE DT-01)

TYPICAL SECTIONS

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

O N

.d w g

TS-01

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

TRANSITION - START STATION TRANSITION - END STATION CROSS SLOPE % -

START STATION

LT - CROSS SLOPE TRANSITION

RATE (LENGTH / 1% CHANGE)

STA. 12+35.08 STA. 13+55.44 6.00% LT 10.03'

-6.00% LT

-2.00% LT

-4.00% LT

4.00% LT

-2.00% LT

2.80% LT

-2.00% LT

-3.20% LT

-6.00% RT

6.00% RT

-2.00% RT

4.00% RT

-4.00% RT

-2.00% RT

-2.80% RT

-2.00% RT

3.20% RT

CROSS SLOPE % -

END STATION

-6.00% LT

-2.00% LT

-4.00% LT

4.00% LT

-2.00% LT

2.80% LT

-2.00% LT

-3.20% LT

-2.00% LT

6.00% RT

-2.00% RT

4.00% RT

-4.00% RT

-2.00% RT

-2.80% RT

-2.00% RT

3.20% RT

2.00% RT

STA. 15+63.40 STA. 17+00.00

STA. 17+00.00 STA. 18+51.27

STA. 21+83.83 STA. 23+58.68

STA. 25+92.84 STA. 27+50.00

STA. 29+50.00 STA. 31+17.97

STA. 37+01.08 STA. 40+75.00

STA. 45+00.00 STA. 46+61.84

STA. 50+10.15 STA. 51+25.00

-2.00% LT 2.00% RT -3.40% LT 3.40% RTSTA. 53+25.00 STA. 54+26.35

-3.40% LT 3.40% RT 5.20% LT -5.20% RTSTA. 58+17.69 STA. 61+35.60

5.20% LT -5.20% RT -2.00% LT -2.00% RTSTA. 67+72.88 STA. 70+50.00

-2.00% LT -2.00% RT -3.40% LT 3.40% RTSTA. 73+50.00 STA. 75+67.76

-3.40% LT 3.40% RT -2.00% LT -2.00% RTSTA. 81+73.65 STA. 83+75.00

34.15'

75.64'

21.86'

26.19'

34.99'

77.90'

134.87'

95.71'

36.97'

72.39'

38.49'

155.54'

143.82'

10.03'

17.08'

25.21'

21.86'

78.58'

209.96'

467.40'

31.12'

95.71'

36.97'

72.39'

86.60'

40.33'

37.29'

LT - CROSS SLOPE TRANSITION

RATE (LENGTH / 1% CHANGE)

SUPERELEVATION TRANSITION TABLE

STANDARD SIGN & POST DETAIL

TYPICAL RURAL

INSTALLATION

TRAFFIC SIGN

(TYP.)

2" SQ.

GALV. STEEL

POST

ANCHOR POST

GROUND

LEVEL

1" -2

"6' M

6' MIN

ROAD SURFACE NOTE:

1. SIGNS SHALL BE IN

ACCORDANCE WITH MANUAL ON

UNIFORM TRAFFIC CONTROL

DEVICES.

2. SIGNS WILL BE FURNISHED

AND INSTALLED BY OTHERS.

11.00' LANE WIDTH1.00'

HMA - 3/8 INCH REQ'D

(4" THICK)

UNTREATED BASE

COURSE REQ'D (6" THICK)

-4.00:1

HMA - 3/8 INCH REQ'D

(1/2" LANE LEVEL AND

2" OVERLAY)

-4.00:1

CUT ASPHALT 2' INSIDE

EXISTING EDGE OF ASPHALT.

USE GRADER/ROLLER SAW

DISC CUTTING ATTACHMENT.

NOTES:

1. IF ALLIGATOR CRACKING EXTENDS BEYOND 2'

MARK, REMOVE EXISTING ALLIGATOR

CRACKING BEYOND 2' MARK TO ENSURE THAT

CLEAN EDGE IS CREATED FOR SHOULDER

REPAIR.

SHOULDER

TRAVEL LANE

EDGE OF ROADWAY

WIDTH VARIES

PLAN

6" MINIMUM UNTREATED

BASE COURSE REQ'D

. 1 0%

SECTION A - A

RIGHT-OF-WAY LINE

GRAVEL DRIVEWAY DETAIL

R=10' MIN.

R=1 0'

MIN

A A

UNTREATED BASE COURSE REQ'D

12:1 SLOPE REQ'D

WITHIN 3' OF SHOULDER

4:1 SLOPE REQ'D OUT-

SIDE 3' OF SHOULDER

DETAILS

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\ D

.d w g

DT-01

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

D1 STANDARD SIGN & POST DETAIL D5

SCALE NTS

ASPHALT SHOULDER REPAIR

SCALE NTS

GRAVEL DRIVEWAY DETAIL

SCALE NTS

2026 TM

AP M

Q 'D

, 1 6.

0 20 +0

: 1

M id

: 1 1+

: 1

M id

: 1 4+

: 1

M id

: 2 0+

: 2

CL - Johnson Canyon Road

BEGIN PROJECT

STA 10+00.00

N: 9996043.3620 E: 1387069.6170

N05°13′16″E

N21°15′29″W

N31°01′46″W

R = 450.00' L = 207.97'

CB = N08°01'06"W

CD = 206.12'

PC = STA. 13+55.44

PT = STA. 15+63.40

PI = STA. 14+59.42, 12.29 RT

R = 1950.00' L = 332.56'

CB = N29°50'20"W

CD = 341.00'

PC = STA. 18+51.27

PT = STA. 23+58.68

PI = STA. 20+17.55, 7.11 RT

R = 450.00' L = 198.28'

CB = N07°24'07"W

CD = 196.68'

PC = STA. 10+36.80

PT = STA. 12+35.08

PI = STA. 11+35.94, 11.15 LT

NORTH

100'0 50'

1 Inch = 100 Feet

Q 'D

, 1 5.

Q 'D

N (R

+4 5.

, 2

Q 'D

, 1 7.

N, T

A- 1, X

(B Y

+0 4.

, 1

Q 'D

, 1 6.

Q 'D

, 1 9.

T O

Q 'D

, 1 9.

'D (4

2' W

+1 4.

, 1

L T

+5 6.

, 1

'D (1

8' W

+6 4.

, 1

R T

+8 2.

, 1

13.00' 13.00'

STA. 10+00.00

STA. 23+00.00

ATC

LIN

4" DOUBLE SOLID

YELLOW LINE

JOHNSON CANYON

ROAD CENTERLINE

JOHNSON CREEK BRIDGE

N, T

A- 1, X

(B Y

, 1 5.

N, T

A- 1, X

(B Y

, 1 6.

N, T

A- 1, X

(B Y

, 1 7.

N, T

A- 1, X

(B Y

, 1 6.

Q 'D

M .P

.H . A

+0 4.

, 1

N, T

A- 1, X

(B Y

M .P

.H . A

+0 4.

, 1

N, T

A- 1, X

(B Y

N (R

+4 5.

, 2

Q 'D

N (R

+7 8.

, 2

N, T

A- 1, X

(B Y

N (R

+7 8.

, 2

O N

, 0 .0

1.17%

1.61%

1.12%

0.42%PV

I 1 0+

El ev

I 1

El ev

I 1

El ev

L 250.00 FT

K 210.64

El ev

I 1

El ev

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

FINISHED GRADE

Existing Ground

PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

R O

.d w g

PP-01

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

JOHNSON CANYON ROAD

SCALE:

HOR. 1" = 100'

VERT. 1" = 10'

2026 TM

AP M

2026 TM

AP M

: 2

M id

: 2 4+

: 2

: 3

M id

: 3 4+

N31°01′46″W

N24°55′51″W

R = 2200.00' L = 234.16'

CB = N27°58'47"W

CD = 234.02'

PC = STA. 23+58.68

PT = STA. 25+92.84

PI = STA. 24+75.76, 3.12 LT

R = 3200.00' L = 583.11'

CB = N19°42'39"W

CD = 582.30'

PC = STA. 31+17.97

PT = STA. 37+01.08

PI = STA. 34+09.53, 13.33 LT

NORTH

100'0 50'

1 Inch = 100 Feet

'D (1

6' W

+8 5.

, 1

+0 1.

, 1

STA. 23+00.00

ATC

LIN

STA. 35+00.00

4" DOUBLE SOLID

YELLOW LINE

JOHNSON CANYON

ROAD CENTERLINE

STA. 36+00.00

ATC

LIN

4" SOLID YELLOW LINE AND

4" DASHED YELLOW LINE

13.00' 13.00'

(O W

D) R

, 2 2.

+0 1.

, 2

U T

0' S

-1

.9 2%

1.28%

1.62%

I 2

El ev

I 3

El ev

L 300.00 FT

K 279.40

El ev

I 3

El ev

23+00

24+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

FINISHED GRADE

Existing Ground

50.00' OF 18" HDPE PIPE (OWNER FURNISHED) REQ'D @ -1.92%

PLAN & PROFILE

SUBMITTAL

1 2 3 4 5 6 7 8

JDE No.

STAMP

NO. DATE DESCRIPTION

REVISIONS

Pr in t D at e:

P at h:

H :\2

4\ dw g\

C D s\

R O

.d w g

PP-02

FOR BIDDING ONLY

JOHNSON CANYON

ROAD

RECONSTRUCTION

KANE COUNTY

2511-034

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

JOHNSON CANYON ROAD

SCALE:

HOR. 1" = 100'

VERT. 1" = 10'

-0

n © axar ©

2026 TM

AP M

: 3

: 4

M id

: 4 8+

N14°29′26″W

R = 3200.00' L = 583.11'

CB = N19°42'39"W

CD = 582.30'

PC = STA. 31+17.97

PT = STA. 37+01.08

PI = STA. 34+09.53, 13.33 LT

R = 2600.00' L = 348.31'

CB = N18°19'42"W

CD = 348.05'

PC = STA. 46+61.84

PT = STA. 37+01.08

PI = STA. 50+10.15, 5.84 RT

NORTH

100'0 50'

1 Inch = 100 Feet

STA. 36+00.00

ATC

LIN

STA. 41+50.00

4" SOLID YELLOW LINE AND

4" DASHED YELLOW LINE

JOHNSON CANYON

ROAD CENTERLINE

STA. 49+00.00

ATC

LIN

4" DASHED YELLOW LINE AND

4" SOLID YELLOW LINE

13.00' 13.00'

(O W

D) R

, 2 2.

+0 0.

, 3

U T

0' S

-1

.0 0%

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File details come from the government source that posted it. Updated Apr 9, 2026.