2-2026-02-20 Highland 10400 N Road Improvements Plans.pdf

PDF 10 MB Posted

Attached to
Highland City- 10400 N 6000 W Intersection
Solicitation number
RA26-116
Issued by
Utah County, Hildale City, Utah

About this file

This document is a project plans file prepared by Cross Engineering Services for Highland City, Utah, detailing road improvements at the 10400 North and 6000 West intersection. The project encompasses grading, utility coordination, erosion control, pavement marking, and infrastructure installation. The scope of work includes 14,753 square feet of asphalt roadway, 1,591 linear feet of 5-foot-wide concrete walkway, and 1,606 linear feet of 24-inch curb and gutter. Earthwork requirements total 99.4 cubic yards of cut and 110.5 cubic yards of fill from existing to finish surface across a 22,561 square foot project area. Sealed bids must be submitted to the Utah Public Procurement Place (U3P) no later than 4:00 PM MST on April 28, 2026. Questions regarding the solicitation may be submitted in writing to publicworks@highlandut.gov and rselee@highlandut.gov until 4:00 PM MST on April 21, 2026. No pre-bid conference will be held for this procurement.

The plans set forth comprehensive technical specifications and construction standards, including requirements for signing and striping compliance with the Manual of Uniform Traffic Control Devices (MUTCD), two-coat reflectorized pavement markings with a minimum seven-day cure period between applications, and contractor-initiated inspections scheduled 48 hours prior to striping commencement. The project documents include detailed civil plans, grading plans, utility plans, erosion control and stormwater pollution prevention plans (SWPPP), and four sheets of civil details covering pavement design, drainage, and construction sequencing. The plans are dated February 20, 2026, and prepared by Cross Engineering Services (Project No. 25-11-10) under the direction of Highland City Engineer Chris Trusty. Final volumes for cut and fill materials are to be determined by the contractor during construction execution.

View the file

Other files

File Type Posted
3-Questions 4.1.2026.pdf PDF
1-RA26-116 Highland City IFB.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

SHEET NUMBER

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

N O

BKS

JWC

JWC

C-001

C O

VE

R

S H

EE

T

IN

D

EX

, L

EG

EN

D

A

BB

R

EV

IA

TI

O N

S

ABBREVIATIONSLEGENDINDEX OF DRAWINGS

PROJECT NO.

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

Prepared for:

Highland City Chris Trusty, City Engineer 5400 W. Civic Center Drive Highland City, UT 84003

Prepared by:

Cross Engineering Services 1920 Knox Abbot Dr. Ste. 2C Cayce, SC 29033 Office: (803) 236-7123 Cell: (801) 391-2391

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

JWC

JWC

C-002

C

IV

IL

N

O

TE

S N

O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

PROJECT NO.

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

JWC

JWC

C-003

C

IT

Y N

O

TE

S N

O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

PROJECT NO.

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

PROJECT NO.

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

BKS

JWC

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

VICINITY MAP

NOT TO SCALE

PROJECT LOCATION

Prepared for:

Highland City Chris Trusty, City Engineer 5400 W. Civic Center Drive Highland City, UT 84003

Prepared by:

Cross Engineering Services 1920 Knox Abbot Dr., Ste. 2C Cayce, SC 29033 Office: (803) 236-7123 Cell: (801) 391-2391

C100

O

VE

R

AL

L

TO

PO

G

R

AP

H

IC

S U

R

VE

Y

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

10400 NORTH

W

ES

T

STRASBURG PARK

W

ES

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

10400 NORTH

W

ES

T

SHEET NUMBER

PROJECT NO.

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

JWC

JWC

D

EM

O

LI

TI

O

N P

LA

N

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C101

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

W

ES

T

SHEET NUMBER

PROJECT NO.

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

JWC

JWC

SI

TE

P

LA

N N

O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C102

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

STRIPING NOTES

1. SIGNING AND STRIPING SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND INTERNATIONAL SYMBOL OF ACCESSIBILITY, AND ANY ADDENDUMS THERE TO.

2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED AND APPLIED IN TWO COATS. A MINIMUM

OF SEVEN DAYS SHALL BE PROVIDED BETWEEN FIRST AND SECOND COATS.

3. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS OR STRIPING SHALL BE REPAIRED TO THE

SATISFACTION OF THE CITY.

4. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTION SERVICES AND ARRANGE INSPECTIONS 48 HOURS

PRIOR TO BEGINNING OF PAINT STRIPING.

W

ES

T

SHEET NUMBER

PROJECT NO.

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

JWC

JWC

U

TI

LI

TY

P

LA

N N

O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C103

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

W

ES

T

SHEET NUMBER

PROJECT NO.

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

JWC

JWC

G R

AD

IN

G P

LA

N

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C104

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

Cut/Fill Summary

2D PROJECT AREA: 22,561 SF (0.52 ACRE)

CUT (EXISTING SURFACE TO FINISH SURFACE): 99.4-CY

FILL (EXISTING SURFACE TO FINISH SURFACE): 110.5-CY

NOTE: FINAL VOLUMES TO BE DETERMINED BY CONTRACTOR

Asphalt/Conrete Summary

ASPHALT AREA (ROADWAY/DRIVE): 14,753 SF

5' WIDE CONCRETE WALK: 1,591 FT

24" CURB & GUTTER LENGTH: 1,606 FT

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

BKS

JWC

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C105

N

P

LA

N

P R

O

FI

LE

(0

+0

TO

+0 0)

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

BKS

JWC

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C106

W P

LA

N

P

R O

FI

LE

(0 +0

TO

+0

0)

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

BKS

JWC

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C107

ER

O

SI

O

N C

O N

TR

O

L

PL

AN

(S

W

PP

P)

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

BKS

JWC

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C108

C

IV

IL

D

ET

AI

L

SH

EE

T

1/

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

BKS

JWC

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C109

C

IV

IL

D

ET

AI

L

SH

EE

T

2/

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

BKS

JWC

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C110

C

IV

IL

D

ET

AI

L

SH

EE

T

3/

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

DRAFTED BY:

DESIGNED BY:

CHECKED BY:

R

EV

IS

IO

N D

ES

C

R

IP

TI

O

N D

AT

E

TH

ES

E

PL

A N

S A

R E

IN

ST

R U

M

EN

TS

O

F

PR

O

FE

SS

IO

N A

L

SE

R

VI

C E

A N

D A

R E

PR

O

TE

C

TE

D

B Y

C O

M M

O N

L A

W , S

TA

TU

TO

R

Y A

N D

O

TH

ER

R

ES

ER

VE

D

R

IG

H

TS

IN

C

LU

D

IN

G

C O

PY

R

IG

H

T.

AL

L

R

IG

H

TS

R

ES

ER

VE

D

BKS

BKS

JWC

N O

C

RO

SS

E

N G

IN

EE

RI

N

G S

ER

VI

C

ES

C111

C

IV

IL

D

ET

AI

L

SH

EE

T

4/

25-11-10

2/

/2

H

IG

H

LA

N D

N

R O

AD

IM

PR

O

VE

M

EN

TS

NO

RT

H

W

ES

T

HI

GH

LA

ND

, U

T

K no x Ab bo t D r., S te . 2

C C ay ce

, S C

O ffi ce

3)

-7

C el l:

(8

) 3

-2

File details come from the government source that posted it. Updated .