2-202605-005 00 2026 Road Preservation Project.pdf
PDF 5 MB Posted
- Solicitation number
- GJ26-129
- Issued by
- Salt Lake County, Hildale City, Utah
About this file
This document is a technical drawing set for the 2026 Road Preservation Project in Highland City, Utah, prepared by Smith Kimball engineering firm. The project encompasses road preservation and reconstruction work across multiple streets within Highland City, including Highland Highway, North County Boulevard, and various residential streets such as Magnolia Drive, Snowflake Drive, Granite Circle, Elmfield Way, Willowbank Drive, and Featherstone Drive. The scope of work involves pulverizing existing asphalt and roadbase to a minimum depth of 8 inches, reshaping and recompacting the subgrade, and placing new hot mix asphalt (HMA) in varying thicknesses depending on location—either 2.5 inches or 4 inches—with finished edge placement above the gutter lip. The project also includes reconstruction of manholes and valve boxes to match the new pavement sections, installation of concrete collars and grade rings, and asphalt patching work. Questions regarding the solicitation must be submitted no later than 5:00 PM Mountain Time on April 16, 2026, with submissions due by 4:00 PM Mountain Time on April 21, 2026, via the U3P submission platform.
The drawing set includes eight project sheets (P101-P108), a typical section detail sheet (TS101), and details sheet (DT101) that provide specific construction specifications and cross-slope requirements with a preferred maximum of 3 percent and an allowable maximum of 4 percent. Curb and gutter protection and preservation are required throughout construction, and the contractor must notify the engineer of any damaged infrastructure discovered during pulverizing operations. All pulverized asphalt and roadbase must be moisturized and compacted to 95 percent standard proctor density, with excess material either salvaged for reuse as granular borrow or hauled off the site. No specific pricing information, budget allocation, or funding sources are detailed within the technical drawings themselves.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Highland Roads 2026 Preservation Package 2026-04-01.pdf |
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Text version
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STATE OF UTA
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SMITH
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MATTHEW
04/01/2026
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2026 ROAD PRESERVATION PROJECT
G100
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SCALE IN FEET
10000 2000 3000 4000
INDEX OF SHEETS
SHEET NO. DESCRIPTION
G100 TITLE AND INDEX OF SHEETS
GENERAL SHEETS
Highland Hwy
9600 North
N o rt h C o u n ty B lv d
W e s t
School
High
Peak
Lone
A lp in e H w y
H w y
W e s t
Highland Hwy
10400 North 10400 North
W e s t
9860 North
W e s t
W e s t
P101
PROJECT SHEETS
P103
P104
P102
H ig h la n d
C it y
C e d a r
H il ls
Highland City
American Fork
City
Highland
Lehi City
Fork
American
Highland City
County
Utah
H ig hl an d C ity
Le hi C ity
TS101 TYPICAL SECTION
DETAILSDT101
11200 North
W e s t
W e s t
B lv d
H ig h la n d
P105
P106
P107
10250 NORTH, 6400 WEST, AND 10480 NORTH CUL-DE-SAC
MAGNOLIA DR, AND SNOWFLAKE DR.
5600 WEST
6000 WEST
GRANITE CIRCLE
11350 NORTH, 5830 WEST, 11200 NORTH AND 5710 WEST
ELMFIELD WAY, WILLOWBANK DR, AND FEATHERSTONE DR.
P101
P102
P103
P104
P106
P107
P108
P105
P108
9600 NORTH
A lp in e
11800 North
Highland City
Alpine
Imagery ©2026 Airbus, Maxar Technologies, USDA/FPAC/GEO, Vexcel Imaging US, Inc.
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STATE OF UTA
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ELECTRONIC
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SMITH
KIMBALL
MATTHEW
04/01/2026
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4% MAX.
SLOPE 2% MIN.
4% MAX.
SLOPE 2% MIN.
VARIESVARIES
EXISTING SUBGRADE TO REMAIN
SEE NOTE 4.
PULVERIZE EXISTING ASPHALT AND ROADBASE
COMMENCEMENT OF ASPHALT PULVERIZING.
SUPERINTENDENT OR ENGINEER PRIOR TO
CONCRETE TO THE ATTENTION OF THE STREETS
THE EXISTING ASPHALT. BRING ANY DAMAGED
OTHER CONCRETE DURING THE PULVERIZING OF
PROTECT AND PRESERVE ALL CURB & GUTTER AND
COMMENCEMENT OF ASPHALT PULVERIZING.
SUPERINTENDENT OR ENGINEER PRIOR TO
CONCRETE TO THE ATTENTION OF THE STREETS
THE EXISTING ASPHALT. BRING ANY DAMAGED
OTHER CONCRETE DURING THE PULVERIZING OF
PROTECT AND PRESERVE ALL CURB & GUTTER AND
ABOVE THE LIP OF GUTTER (TYP)
" 2
PLACE ASPHALT WITH FINISHED EDGE
TS101
T Y
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4% MAX.
SLOPE 2% MIN.
4% MAX.
SLOPE 2% MIN.
VARIESVARIES
EXISTING SUBGRADE TO REMAIN SEE NOTE 4.
PULVERIZE EXISTING ASPHALT AND ROADBASE
COMMENCEMENT OF ASPHALT PULVERIZING.
SUPERINTENDENT OR ENGINEER PRIOR TO
CONCRETE TO THE ATTENTION OF THE STREETS
THE EXISTING ASPHALT. BRING ANY DAMAGED
OTHER CONCRETE DURING THE PULVERIZING OF
PROTECT AND PRESERVE ALL CURB & GUTTER AND
COMMENCEMENT OF ASPHALT PULVERIZING.
SUPERINTENDENT OR ENGINEER PRIOR TO
CONCRETE TO THE ATTENTION OF THE STREETS
THE EXISTING ASPHALT. BRING ANY DAMAGED
OTHER CONCRETE DURING THE PULVERIZING OF
PROTECT AND PRESERVE ALL CURB & GUTTER AND
ABOVE THE LIP OF GUTTER (TYP)
" 2
PLACE ASPHALT WITH FINISHED EDGE
5600 West
NOTES:
" (5600 WEST ONLY) PER PLAN.2
OR 4" OF HMA
" (ALL STREETS EXCEPT 5600 WEST), 2
" OF HMA2
B. PAVE WITH 3
GRADE, SHAPE, RECOMPACT AND HAUL OFF EXCESS.
FINISHINCHES BELOW 8 A. PULVERIZE EXISTING ASPHALT AND BASE TO A MINIMUM DEPTH OF
THE CITY WILL CONSIDER THE PAVEMENT SECTION BELOW AS AN ACCEPTABLE EQUIVALENT.4.
ALLOWED WITH PRIOR APPROVAL OF THE ENGINEER.
THE PREFERRED MAXIMUM CROSS SLOPE IS 3%. CROSS SLOPES STEEPER THAN 3% WILL ONLY BE 3.
SEE PLAN SHEETS FOR LIMITS OF ROADWAY RECONSTRUCTION ASPHALT PATCHING.2.
BORROW. DISPOSE OF ANY UNUSED EXCESS.
AND RECOMPACT. REMOVE EXCESS PULVERIZED PAVEMENT. SALVAGE AND REUSE AS GRANULAR
COMPACTION. SEE HIGHLAND STANDARD DWG ST-02. SHAPE TO THE LINES AND GRADES SHOWN, ALL PULVERIZED ASPHALT AND ROADBASE IS TO BE MOISTURIZED AND COMPACTED TO 95% 1.
8" PULVERIZED EXISTING ASPHALT / ROADBASE
INCH REQ'D2
" HMA -2
2 2
TYPICAL SECTION 1
Granite Circle
10480 North Cul-de-sac
6400 West
10250 North
8" PULVERIZED EXISTING ASPHALT / ROADBASE
INCH REQ'D2
4" HMA -
2 2
TYPICAL SECTION 2
5710 West
11200 North
5830 West
11350 North
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STATE OF UTA
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SEAL
ELECTRONIC
P R
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E RNo. 6288195
SMITH
KIMBALL
MATTHEW
04/01/2026
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12" 2"
PAVEMENT SURFACE
FINISHMIN
12"
IN CONCRETE AS SHOWN.
ADJUST ELEVATION OF VALVE BOX & LID, & SET
PAVE OVER EXISTING LID.THEN CUT ASPHALT,
NOTE:
FINISH GRADETYP
(12" MIN)
NEEDED
DEPTH AS
6" MIN
EXIST. BOX & LID
BASE COURSE
COMPACTED UNTREATED
POLYETHLENE SHEETING
BOX / VALVE JOINT WITH 8 MIL
CONSTRUCTION WRAP VALVE
IF VALVE IS EXPOSED DURING
D E
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DT101
AS SHOWN IN PAVEMENT
INSTALL CONCRETE RING
PAVEMENT AS SHOWN
" BELOW8
" TO 4
SET LID
"8
" TO 4
FACE BETWEEN SHIMS
SMOOTH ON INTERIOR
TROWEL FINISH CONCRETE
UNTREATED BASE COURSE
COMPACTED
REINFORCED FIBER CONCRETE COLLAR
IRON RING AND LID. SEE NOTE 2.
EXIST. OR HEAVY DUTY CAST
GREATER.
THICK AS THE PAVEMENT WHICHEVER IS
RING. MINIMUM THICKNESS SHALL BE 12" OR AS
" ABOVE MANHOLE 8
" TO 4
WITH ASPHALT AND
AREAS.CONCRETE COLLAR SHALL BE FLUSH
INSTALL CONCRETE COLLAR IN PAVEMENT
4" MIN. THICKNESS
CONCRETE GRADE RINGS
CONCRETE GRADE RINGS.
RING. MORTAR BETWEEN ALL
OF CONE AND PLACE GRADE
APPLY CEMENT MORTAR TO TOP
THICKNESS
SHIM 3" MAX.
BRICK PAVER
CONCRETE COLLAR SHALL BE CLASS 4000, WITH FIBER MESH.7.
SHALL NOT EXTEND ABOVE THE PLANE OF THE ASPHALT.
" BELOW THE PAVEMENT SURFACE. CLEATS ON THE LID 8
" TO 4
CAST IRON RING SHALL BE 6.
SPACER RINGS SHALL NOT BE USED.
ROAD. BRICK PAVERS MAY BE USED AS SHIMS AND SHALL BE FULLY GROUTED. METAL
CAST IRON RING SHALL BE ADJUSTED PRECISELY TO SLOPE AND CROSS SLOPE OF THE 5.
SYSTEMS, INC. RISERS AND LIDS.
INSTEAD OF SHIMS TO ENSURE LID MATCHES ROADWAY SLOPE, AND USE PRECISION COVER
FOR MANHOLES, WHERE PROFILE GRADES EXCEED 5% USE PRECISION CUT PLASTIC FORM 4.
MANHOLE GRADE RINGS SHALL BE A MINIMUM OF 4" THICK. CONCRETE SHALL BE CLASS 4000.3.
DIRECTED BY THE ENGINEER.
STARTING CONSTRUCTION. REPLACE WITH AMERICAN FORK CITY FURNISHED RING/LID AS
NOTIFY THE ENGINEER OF ANY FOUND BROKEN OR DAMAGED RINGS AND/OR LIDS BEFORE 2.
FRAME TO GRADE AND SET IN CONCRETE AS SHOWN.
PAVE OVER EXISTING LID. THEN CUT ASPHALT. ADJUST ELEVATION OF MANHOLE LID AND 1.
RECONSTRUCT MANHOLE AND VALVE BOX NOTES:
PAVEMENT SECTION
MATCH EXISTING
REINFORCED FIBER CONCRETE COLLAR
STREET CROSS SECTION
" MIN. OR AS PER STD.2
8" MIN. ROAD BASE
ASPHALT
AFTER PATCH HAS COOLED
CRACK SEAL SAWCUT
SAWCUT
AFTER PATCH HAS COOLED
CRACK SEAL SAWCUT
SAWCUT
SURFACE COURSE
EXISTING BITUMINOUS
ADJUST MANHOLE TO GRADE
ADJUST VALVE BOX TO GRADE
ASPHALT PATCHING
| G100 |
| TS101 |
| DT101 |
| P101 |
| P102 |
| P103 |
| P104 |
| P105 |
| P106 |
| P107 |
| P108 |
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