2-14600 S Minuteman Dr Intersection Improvements 5-26-26.pdf

PDF 18 MB Posted May 27, 2026

Attached to: Highland Drive & 14600 South Intersection Improvements
Solicitation number: CIP 26-08
Issued by: Salt Lake County, Utah

About this file

Written by GovTribe AI · May 27, 2026

This is a construction project plan document prepared by Draper City Engineering Division for the Highland Drive & 14600 South Intersection Improvements project located in Draper, Utah. The project encompasses roadway improvements on Minuteman Drive and the intersection of Minuteman Drive and 14600 South/Highland Drive. The scope includes removal of existing roadway improvements, roadway widening with curb and gutter installation, asphalt paving, and drainage system improvements. The project plans contain demolition plans, storm drain plans and profiles, construction plans, grading plans, plowable end removal and replacement details, striping and signage plans, and standard detail drawings across 19 sheets. Bid documents and specifications will be posted to the Utah Public Procurement Place (U3P) on or before Wednesday, May 27, 2026 at 10:00 AM. Electronic bid responses must be submitted through PURCHASING.UTAH.GOV by 2:00 PM on Friday, June 12, 2026. A 5% bid bond is required, and responses will be opened by Draper City staff with results posted to U3P within 24 hours showing only firm names and total bid amounts. Questions concerning scope of work, response submittal, or process must be submitted electronically through U3P before 5:00 PM on Thursday, June 11, 2026.

The project involves substantial construction work including approximately 1,025 linear feet of asphalt removal and replacement, 555 to 470 linear feet of curb and gutter installation, approximately 9,960 square feet of new asphalt placement, 670 square feet of concrete demolition, 9,360 square feet of subbase and road base material placement, installation of six storm drain catch basin boxes with associated piping, sidewalk construction and ADA ramp installation, fire hydrant relocation with concrete pad, and application of approximately 105,500 square feet of micro surface treatment. The project requires coordination with multiple utility providers including water, gas, electric, sanitary sewer, and telecommunications services. All work shall conform to Draper City standard specifications, MUTCD standards for traffic control devices, and applicable UDOT and APWA standards. The project is designed by Eric T. Lundell, PE #10531524, and prepared by Draper City Engineering Division at 1020 East Pioneer Road, Draper, Utah 84020.

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Other files

File	Type	Posted
1-Contract Docs 14600 and Highland Intersection Improvements.pdf	PDF	May 27, 2026
3-Specifications Draper City 14600 South Highland Drive.pdf	PDF	May 27, 2026

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14600 S.

M A N

D R

I-1

WILLOW

CREEK

PROJECT LOCATION

VICINITY MAP

LOCATION MAP

ABBREVIATION LIST

LEGEND AND SYMBOLS

PROJECT LOCATION:

INTERSECTION IMPROVEMENTS

DRAPER, UTAH

14600 S. -MINUTEMAN DR.

DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

14600 S.- MINUTEMAN DR.

INTERSECTION IMPROVEMENTS TITLE

1 19COVER SHEET

ID CODEINDEX SHEET

1 COVER SHEET TITLE

2 DEMOLITION PLAN DM-1

3 DEMOLITION PLAN DM-2

4 STORM DRAIN PLANS & PROFILE SD-1

5 STORM DRAIN PLANS & PROFILE SD-2

6 CONSTRUCTION PLANS & PROFILE CP-1

7 CONSTRUCTION PLANS & PROFILE CP-2

8 GRADING PLANS GP-1

9 GRADING PLANS GP-2

10 PLOWABLE END REMOVAL & REPLACEMENT PE-1

11 STRIPING & SIGNAGE PLAN ST-1

12 STRIPING & SIGNAGE PLAN ST-2

13 STRIPING & SIGNAGE PLAN ST-3

14 STANDARD DETAILS DT-1

15 STANDARD DETAILS DT-2

16 STANDARD DETAILS DT-3

17 UDOT GW 1B PLOWABLE END SECTION DT-4

18 UDOT SN 10A SIGN BASE INSTALLATION DT-5

19 UDOT SN 10B SIGN BASE HARDWARE----- DT-6

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STOKES

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STATE ST.

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SALT LAKE CO.

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UTAH CO.

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SCALE: 1" = 300'

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J TELEPHONE

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H SANITARY SEWER

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C DRAPER CITY - INSPECTION

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B DRAPER CITY - ENGINEERING

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A DRAPER CITY - PROJECT MANAGER

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%%UCONTACT LIST

AutoCAD SHX Text Brent Williams

AutoCAD SHX Text 12354 S. 800 E.

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E DRAPER CITY - PARKS

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F WATER

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BUSH

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CABLE TV OR TELEPHONE RISER

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OHP

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TEL

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SPOT ELEVATION

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P.C. OR P.T.

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AutoCAD SHX Text 801-576-6234

AutoCAD SHX Text Julie Wetzel

AutoCAD SHX Text Robert Markle, P.E.

AutoCAD SHX Text 1020 East Pioneer Rd.

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D DRAPER CITY - PUBLIC WORKS

AutoCAD SHX Text Jason Hobbs

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K GAS

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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

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AutoCAD SHX Text Gary Young

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Metro Water

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G WATER

AutoCAD SHX Text Ammon Allen, P.E.

AutoCAD SHX Text -----------------------------------------TITLE -----------------------------------DM-1 -----------------------------------DM-2 --------------------SD-1 --------------------SD-2 ------------------CP-1 ------------------CP-2 ------------------------------------GP-1 ------------------------------------GP-2 --------PE-1 -------------------------ST-1 -------------------------ST-2 -------------------------ST-3 ---------------------------------DT-1 ---------------------------------DT-2 ---------------------------------DT-3 ---------------DT-4 --------------DT-5 --------------DT-6

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Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

DM-1

SOUTH LEG

DEMOLITION PLANS

INTERSECTION IMPROVEMENTS

14600 S MINUTEMAN

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EXISTING STREET SIGN (PROTECT-IN-PLACE)

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DEMOLITION NOTES:

AutoCAD SHX Text SAW-CUT AND REMOVE 1 FT. WIDE OF EXISTING ASPHALT, (EXCEPT IN AREAS AS SHOWN), AS NEEDED TO CREATE CLEAN EDGE TO WIDEN ROADWAY. SAW-CUT = 610± L.F. ASPHALT REMOVAL = 950± S.F. CONTRACTOR SHALLPROTECT-IN-PLACE EXISTING BASE MATERIAL IN INTERSECTION. CONTRACTOR SHALL REMOVE AND STOCKPILE 4350± S.F. OF EXISTINGRIP-RAP IN SWALE. TO BE PLACED AFTER CONSTRUCTION. SAW-CUT, REMOVE, AND DISPOSE OF 85± L.F. OF EXISTING CONCRETECURB & GUTTER. CONTRACTOR SHALL MAKE SAW-CUT AT NEAREST JOINT. SAW-CUT, REMOVE, AND DISPOSE OF 515± S.F. OF EXISTING CONCRETESIDEWALK. CONTRACTOR SHALL MAKE SAW-CUTS AT NEAREST JOINTS. EXCAVATE 4750± S.F. OF EXISTING MATERIAL AS NEEDED TO INSTALLROADWAY WITH THE FOLLOWING DEPTHS. (6" ASPHALT, 8" ROAD BASE, 12" SUBBASE). REMOVE AND PROTECT-IN-PLACE EXISTING STREET SIGNS. TO BE REINSTALLED AFTER CONSTRUCTION. REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND FOOT VALVE. REMOVE AND DISPOSE OF 25± S.F. OF EXISTING CONCRETE PAD. CONTRACTOR SHALLCONTACT DRAPER CITY WATER DEPARTMENT AND TURN HYDRANT ASSEMBLY OVER TO THEM. PROTECT-IN-PLACE EXISTING WATERLINE AS HYDRANT WILL BE RELOCATED. SEE CONSTRUCTION PLANS FOR LOCATION. REMOVE AND PROTECT-IN-PLACE EXISTING PEDESTRIAN CROSSING SIGNAL. CONTRACTOR TO RELOCATE ELECTRICAL CONNECTION AFTER CONSTRUCTION. REMOVE AND DISPOSE OF 25± S.F. OF EXISTING CONCRETE PAD. CONTRACTORSHALL TAKE CARE TO PROTECT-IN-PLACE EXISTING BLOW-OFF CANDY CANE AND EXISTING TESTING VALVE. CONTRACTOR SHALL LOWER ALL VALVES, MANHOLES, AND MONUMENTS WITHIN THE ASPHALT REPLACEMENT AREA.

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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

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ELEVATION=

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Gary Young

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AutoCAD SHX Text 1"=20' (1"=40' 11x17)

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SEE BELOW MATCHLINE

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STA: 24+00

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SEE ABOVE MATCHLINE

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STA: 24+00

17+00

18+00

19+00

FL = 4638.28±

CATCH BASIN BOX

STA 16+44.51±

36.63'± Rt

GRATE = 4642.28±

FL = 4636.31±

CATCH BASIN BOX

STA 18+68.76±

41.82'± Rt

GRATE = 4639.27±

Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

SD-1

PLAN & PROFILE

STORM DRAIN

INTERSECTION IMPROVEMENTS

14600 S MINUTEMAN

DRAINAGE SYSTEM No. 1

FURNISH & LAY 231± L.F. OF 15" CLASS III RCP. SL = 0.85%±

FURNISH AND INSTALL 4'x4' STORM DRAIN CATCH BASIN BOX PER

DRAPER CITY STANDARD SPECIFICATIONS. SEE DRAPER CITY

STANDARD DWG SD-11 FOR DETAILS. (SEE BOX ORIENTATION ON

PLAN VIEW). CONTRACTOR SHALL PLACE BOX SUCH THAT IT WILL

ACCEPT WATER COMING DOWN SWALE FROM THE SOUTH.

FURNISH AND INSTALL 4'x4' STORM DRAIN CATCH BASIN BOX PER

DRAPER CITY STANDARD DWG SD-11.

(SEE BOX ORIENTATION ON PLAN VIEW).

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START IMPROVEMENTS

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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

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ELEVATION=

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Gary Young

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AutoCAD SHX Text 1"=20' (1"=40' 11x17)

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SEE SD-1 MATCHLINE

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STA: 19+00

SS19+00

20+00

TEL

FIBER

OPTIC

TEL

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OPTIC

COMM

TRAFFIC

CONTROL

BOX

YH D

11+001

D F

G H I

CATCH BASIN BOX

STA 20+93.14±

37.06'± Rt

TBC = 4639.36±

FL = 4634.52±

CATCH BASIN BOX

STA 21+09.33±

49.71'± Rt

GRATE = 4639.98±

FL = 4635.50± FL = 4636.98±

FL = 4635.29±

CATCH BASIN BOX

STA 20+93.14±

40.94'± Rt

GRATE = 4638.50±

APPROX. LOCATION AND ELEVATION OF EXISTING 48" STEEL

WATERLINE OWNED BY JVWCD. (CONTRACTOR TO VERIFY

DEPTH PRIOR TO INSTALLATION OF STORM DRAIN) . D

Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

SD-2

PLAN & PROFILE

STORM DRAIN

INTERSECTION IMPROVEMENTS

14600 S MINUTEMAN

REMOVE, AND DISPOSE OF EXISTING INLET BOX LID.1

DRAINAGE SYSTEM No. 1 C D

FURNISH & LAY 235± L.F. OF 15" CLASS III RCP. SL = 0.76%±

SEE BOX INFORMATION ON PREVIOUS SHEET (SD-1)

FURNISH AND INSTALL 3'X3' STORM DRAIN CATCH BASIN BOX PER

DRAPER CITY STANDARD DWG SD-11.

(SEE BOX ORIENTATION ON PLAN VIEW).

FURNISH AND INSTALL NEW CONCRETE LID ON EXISTING BOX WITH

OPENING FOR A SINGLE GRATE HOODED INLET. CORE-CUT BOX AS

NEEDED TO INSTALL PIPES FROM THE SOUTH AND THE EAST. GROUT

PIPES USING NON-SHRINK PIPE. (SEE PLAN VIEWS FOR ORIENTATION

OF PIPE CONNECTIONS TO BOX).

F FURNISH & LAY 3± L.F. OF 15" CLASS III RCP. SL = 7.0%±

FURNISH & LAY 18± L.F. OF 15" CLASS III RCP. SL = 8.5%±

FURNISH AND INSTALL 3'X3' STORM DRAIN CATCH BASIN BOX PER

DRAPER CITY STANDARD DWG SD-11. CONTRACTOR SHALL ENSURE

PLACEMENT OF BOX WILL CATCH ALL WATER COMING FROM

BLOW-OFF VENT. (SEE BOX ORIENTATION ON PLAN VIEW).

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MINUTEMAN DR.

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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

AutoCAD SHX Text

ELEVATION=

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Gary Young

AutoCAD SHX Text

AutoCAD SHX Text 1"=20' (1"=40' 11x17)

AutoCAD SHX Text

SD DEMOLITION NOTES:

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SEE SD-1 MATCHLINE

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STA: 19+00

16+00

17+00

18+00 19+00

20+00

FIBER

OPTIC

10 10

20+00

21+00 22+00

TEL

FIBER

OPTIC

COMM COMM

COMM

TRAFFIC

CONTROL

BOX

Curb

SubBase

Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

CP-1

SOUTH LEG

CONSTRUCTION PLANS

INTERSECTION IMPROVEMENTS

14600 S MINUTEMAN

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MINUTEMAN DR.

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MINUTEMAN DR.

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LAST 4' OF C&G TAPER CURBWALL TO MATCH FLOWLINE

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MINUTEMAN DR.

AutoCAD SHX Text 14600 So.

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6" THICK RIP-RAP (SALVAGED FROM DEMOLITION)

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WIDTH & DEPTH VARIES

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SEE BELOW MATCHLINE

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STA: 20+00

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SEE ABOVE MATCHLINE

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STA: 20+00

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CONSTRUCTION NOTES:

AutoCAD SHX Text FURNISH AND PLACE 4750± S.F. OF 12" DEEP SUBBASE AND 8" DEEPROADBASE MATERIAL PER DRAPER CITY STANDARD SPECIFICATIONS AS NEEDED TO CONSTRUCT ROADWAY EXTENSION. (SEE GRADING SHEETS FOR (SEE GRADING SHEETS FOR ELEVATIONS). INSTALL 555± L.F. OF 30" HIGH-BACK CURB & GUTTER PER DRAPER CITYSPECIFICATIONS. SEE DRAPER CITY STANDARD DWG. ST-12 FOR DETAILS. PRIOR TO LAYING ASPHALT, CONTRACTOR SHALL MILL 3535± S.F. OFEXISTING ASPHALT TO A DEPTH OF 3". SURVEYOR SHALL MARK EXTENTS OF MILLING WIDTH. FURNISH AND PLACE 5445± S.F. OF FULL DEPTH (6") HMA 64-34 ASPHALTAND 3535± S.F. OF 3" DEPTH HMA 64-34 ASPHALT IN MILLED AREA.FURNISH AND INSTALL FIRE HYDRANT COMPLETE PER DRAPER CITY STANDARD SPECIFICATIONS. SEE DRAPER CITY STANDARD DWG WT-06. INSPECTION FOR HYDRANT SHALL BE DONE BY DRAPER CITY WATER. AFTER INSTALLATION, CONTRACTOR SHALL PLACE 5'x5'x5" THICK CONCRETE PAD AROUND HYDRANT AND VALVE. SEE DETAIL WT-06 FOR HYDRANT, VALVE, AND CONCRETE PAD DETAILS. FURNISH AND INSTALL 515± S.F. OF SIDEWALK PER DRAPER CITY STANDARDSPECIFICATIONS. SEE DRAPER CITY STANDARD DWG. ST-13 FOR DETAILS. CONTRACTOR SHALL MATCH TO EXISTING SIDEWALK, AND WIDTH AND PROPOSED TBC ELEVATIONS. INSTALL ADA ACCESSIBLE RAMP PER DRAPER CITY STANDARD SPECIFICATIONS. SEE DRAPER CITY STANRARD DWG. ST-07 FOR DETAILS INSTALL PEDESTRIAN CROSSING SIGNAL PROTECTED DURING DEMOLITION. CONTRACTOR TO ALSO RELOCATE ELECTRICAL CONNECTION AS NEEDED. NEW SIGNAL TO BE RELOCATED BEHIND PROPOSED SIDEWALK. FURNISH AND INSTALL 18± S.F. 5" THICK CONCRETE PAD AROUND INLETBOX AND EXISTING WATER VALVES. USING THE CURB & GUTTER DAYLIGHT LINE, CONTRACTOR SHALL FORM DRAINAGE SWALE AND PLACE 6" DEEP RIP-RAP SALVAGED FROM DEMOLITION. (SEE EXAMPLE AT LEFT). SWALE SHALL BE GRADED AS NEEDED TO DRAIN INTO THE NEW EXISTING CATCH BASIN BOXES. CONTRACTOR SHALL WORK WITH ENGINEERING PROJECT INSPECTOR FOR LOCATION, DEPTHS AND GRADES OF SWALE. SWALE SHALL ALWAYS HAVE A RUNNING SLOPE TO NORTH. CONTRACTOR TO RAISE TO GRADE EXISTING WATER VALVE PER DRAPER CITY STANDARD SPECIFICATIONS. (SEE DRAPER CITY DWG. ST-15 FOR DETAILS).

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AutoCAD SHX Text 1 inch = 20 ft. (24x36)

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( IN FEET )

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GRAPHIC SCALE

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STA: 22+00

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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

AutoCAD SHX Text

ELEVATION=

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Gary Young

AutoCAD SHX Text

AutoCAD SHX Text 1"=20' (1"=40' 11x17)

AutoCAD SHX Text N

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AREA OF 3" ASPHALT MILL & OVERLAY

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AREA OF 6" ASPHALT PLACEMENT (NEW ROADWAY SECTION)

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DRAINAGE SWALE BEHIND CURB & GUTTER

23+00

24+0

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Y H

CABLE

ELEC

TRAFFIC

CONTROL

BOX

IRR

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110'

24+00 25+00 26+00

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11 11

350'

Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

CP-2

PLANS

CONSTRUCTION

INTERSECTION IMPROVEMENTS

14600 S MINUTEMAN

N :\E ng in ee rin g\ C

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MATCH TO EXISTING

AutoCAD SHX Text 4634.29

AutoCAD SHX Text 4634.19

AutoCAD SHX Text 4633.57

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MINUTEMAN DR.

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MATCH TO EXISTING

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MINUTEMAN DR.

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1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

AutoCAD SHX Text

ELEVATION=

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Gary Young

AutoCAD SHX Text

AutoCAD SHX Text 1"=20' (1"=40' 11x17)

AutoCAD SHX Text

SEE BELOW MATCHLINE

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STA: 24+00

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SEE ABOVE MATCHLINE

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STA: 24+00

AutoCAD SHX Text N

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CONSTRUCTION NOTES:

AutoCAD SHX Text FURNISH AND PLACE 4605± S.F. OF 12" DEEP SUBBASE AND 8" DEEPROADBASE MATERIAL PER DRAPER CITY STANDARD SPECIFICATIONS AS NEEDED TO CONSTRUCT ROADWAY EXTENSION. (SEE GRADING SHEETS FOR (SEE GRADING SHEETS FOR ELEVATIONS). INSTALL 470± L.F. OF 30" HIGH-BACK CURB & GUTTER PER DRAPER CITYSPECIFICATIONS. SEE DRAPER CITY STANDARD DWG. ST-12 FOR DETAILS. CONTRACTOR TO BLOCK OUT FROM STA 23+00 TO STA 23+40 IN ORDER TO TRANSITION TO A 30" REVERSE PAN GUTTER AND BACK. (SEE GRADING SHEETS FOR ELEVATIONS). STA 23+00 TO STA 23+10 CONTRACTOR SHALL TRANSITION FROM STANDARD DRAPER CITY 30" HIGH BACK CURB TO APWA "TYPE B-30" REVERSE PAN" GUTTER WITH 15" CURB BACK. (SEE DETAIL AT LEFT). STA 23+10 TO STA 23+30 CONTRACTOR SHALL PLACE APWA TYPE B-30" REVERSE PAN GUTTER. STA 23+30 TO STA 23+40 CONTRACTOR SHALL TRANSITION BACK TO DRAPER CITY STANDARD 30" HIGH BACK GUTTER. (SEE GRADING SHEETS FOR ELEVATIONS). PRIOR TO LAYING ASPHALT, CONTRACTOR SHALL MILL 3830± S.F. OFEXISTING ASPHALT TO A DEPTH OF 3". SURVEYOR SHALL MARK EXTENTS OF MILLING WIDTH. FURNISH AND PLACE 4250± S.F. OF FULL DEPTH (6") HMA 64-34 ASPHALTAND 3830± S.F. OF 3" DEPTH HMA 64-34 ASPHALT IN MILLED AREA.FURNISH AND INSTALL ADA ACCESSIBLE RAMP PER DRAPER CITY STANDARD SPECIFICATIONS. SEE DRAPER CITY STANDARD DWG. ST-07 FOR DETAILS. CONTRACTOR SHALL WORK WITH PROJECT ENGINEER AND PROJECT INSPECTOR REGARDING LAYOUT AND ELEVATIONS FOR SIDEWALK AREA. (APPROX. 135±S.F.) MATCH TO EXISTING AS BEST AS POSSIBLE. CONTRACTOR SHALL RAISE IRRIGATION MANHOLE TO GRADE. CONTRACTOR TO FURNISH AND PLACE 22± S.F. OF 5" THICK CONCRETE PADBETWEEN BACK OF CURB AND EXISTING FIRE HYDRANT. SLOPE AS NEEDED TO MATCH TO BOTH TBC AND MAX. DISTANCE BETWEEN CONCRETE PAD AND HYDRANT PER DRAPER CITY STANDARD DWG. WT-06.

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SEE CP-1 MATCHLINE

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STA: 22+00

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AREA OF 3" ASPHALT MILL & OVERLAY

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AREA OF 6" ASPHALT PLACEMENT (NEW ROADWAY SECTION)

16+00

17+00

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OPTIC

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21+00 22+00

TEL

FIBER

OPTIC

COMM COMM

COMM

TRAFFIC

CONTROL

BOX

14+00

15+26

Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

GP-1

PLANS

GRADING

INTERSECTION IMPROVEMENTS

14600 S MINUTEMAN

N :\E ng in ee rin g\ C

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MINUTEMAN DR.

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STA 16+50 LIP = 4643.41±TBC = 4643.75±

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EXISTING STREET SIGN (PROTECT-IN-PLACE)

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STA 16+50 EOP = 4643.51±

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STA 16+75 LIP = 4643.10±TBC = 4643.44±

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STA 16+75 EOP = 4643.21±

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STA 17+00 LIP = 4642.75±TBC = 4643.09±

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STA 17+00 EOP = 4642.88±

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STA 17+25 LIP = 4642.38±TBC = 4642.72±

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STA 17+25 EOP = 4642.53±

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STA 18+00 LIP = 4641.30±TBC = 4641.64±

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STA 17+50 EOP = 4642.17±

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STA 17+50 LIP = 4642.00±TBC = 4642.34±

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STA 17+75 EOP = 4641.85±

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STA 17+75 LIP = 4641.67±TBC = 4642.01±

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STA 18+00 EOP = 4641.50±

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STA 18+25 LIP = 4640.97±TBC = 4641.31±

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STA 18+25 EOP = 4641.16±

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STA 18+50 LIP = 4640.61±TBC = 4640.95±

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STA 18+50 EOP = 4640.82±

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STA 18+75 LIP = 4640.18±TBC = 4640.52±

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STA 18+75 EOP = 4640.43±

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STA 19+00 LIP = 4639.91±TBC = 4640.25±

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STA 19+00 EOP = 4640.13±

AutoCAD SHX Text

STA 19+25 LIP = 4639.69±TBC = 4640.03±

AutoCAD SHX Text

STA 19+25 EOP = 4639.86±

AutoCAD SHX Text

STA 19+50 LIP = 4639.59±TBC = 4639.93±

AutoCAD SHX Text

STA 19+50 EOP = 4639.65±

AutoCAD SHX Text

STA 19+75 LIP = 4639.49±TBC = 4639.83±

AutoCAD SHX Text

STA 19+75 EOP = 4639.50±

AutoCAD SHX Text

STA 20+00 LIP = 4639.42±TBC = 4639.76±

AutoCAD SHX Text

STA 20+00 EOP = 4639.36±

AutoCAD SHX Text

STA 20+25 LIP = 4639.28±TBC = 4639.62±

AutoCAD SHX Text

STA 20+25 EOP = 4639.30±

AutoCAD SHX Text

STA 20+50 LIP = 4639.14±TBC = 4639.48±

AutoCAD SHX Text

MINUTEMAN DR.

AutoCAD SHX Text

MINUTEMAN DR.

AutoCAD SHX Text 14600 So.

AutoCAD SHX Text

STA 19+50 EOP = 4639.65±

AutoCAD SHX Text

RADIUS STA 10+17.80±EOP = 4635.44±

AutoCAD SHX Text

RADIUS STA 10+25 EOP = 4635.06±

AutoCAD SHX Text

RADIUS STA 10+50 EOP = 4633.51±

AutoCAD SHX Text

STA 19+75 EOP = 4639.50±

AutoCAD SHX Text

STA 20+00 LIP = 4639.42±TBC = 4639.76±

AutoCAD SHX Text

STA 20+00 EOP = 4639.36±

AutoCAD SHX Text

STA 20+25 LIP = 4639.28±TBC = 4639.62±

AutoCAD SHX Text

STA 20+25 EOP = 4639.30±

AutoCAD SHX Text

STA 20+50 LIP = 4639.14±TBC = 4639.48±

AutoCAD SHX Text

STA 20+50 EOP = 4639.07±

AutoCAD SHX Text

STA 20+75 LIP = 4639.00±TBC = 4639.34±

AutoCAD SHX Text

STA 20+75 EOP = 4638.80±

AutoCAD SHX Text

STA 21+00 LIP = 4638.97±TBC = 4639.31±

AutoCAD SHX Text

STA 21+00 EOP = 4638.49±

AutoCAD SHX Text

RADIUS STA 10+00 LIP = 4638.95±TBC = 4639.29±

AutoCAD SHX Text

RADIUS STA 10+00 EOP = 4638.51±

AutoCAD SHX Text

RADIUS STA 10+25 LIP = 4639.14±TBC = 4639.48±

AutoCAD SHX Text

RADIUS STA 10+25 EOP = 4638.14±

AutoCAD SHX Text

RADIUS STA 10+50 LIP = 4639.29±TBC = 4639.63±

AutoCAD SHX Text

RADIUS STA 10+50 EOP = 4637.76±

AutoCAD SHX Text

RADIUS STA 10+75 LIP = 4639.44±TBC = 4639.78±

AutoCAD SHX Text

RADIUS STA 10+75 EOP = 4637.90±

AutoCAD SHX Text

RADIUS STA 11+00 LIP = 4639.55±TBC = 4639.89±

AutoCAD SHX Text

RADIUS STA 11+00 EOP = 4639.19±

AutoCAD SHX Text

RADIUS STA 11+30.22 EOP = 4640.76±

AutoCAD SHX Text

MATCH TO EXIST. STA 11+30.22 LIP = 4640.81±TBC = 4641.15±

AutoCAD SHX Text

GUTTER INLET LOW POINT STA 20+93.24 LIP = 4638.90±TBC = 4639.24±

AutoCAD SHX Text

SEE BELOW MATCHLINE

AutoCAD SHX Text

STA: 20+00

AutoCAD SHX Text

SEE ABOVE MATCHLINE

AutoCAD SHX Text

STA: 20+00

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 20 ft. (24x36)

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 40 ft. (11x17)

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REVIEWED

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DESIGNER/CAD

AutoCAD SHX Text

APPROVAL

AutoCAD SHX Text

PROJECT NO

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CONSULTANT INFORMATION:

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

TITLE OF DRAWING:

AutoCAD SHX Text

PROJECT NAME:

AutoCAD SHX Text

PLAN NO.

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV. BY

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

%%UBENCHMARK:

AutoCAD SHX Text

%%UBASIS OF BEARING:

AutoCAD SHX Text

VERTICAL SCALE:

AutoCAD SHX Text

HORIZONTAL SCALE:

AutoCAD SHX Text

1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

AutoCAD SHX Text

ELEVATION=

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Gary Young

AutoCAD SHX Text

AutoCAD SHX Text 1"=20' (1"=40' 11x17)

AutoCAD SHX Text N

AutoCAD SHX Text

SEE GP-2 MATCHLINE

AutoCAD SHX Text

STA: 22+00

23+00

24+0

W T

Y H

CABLE

ELEC

TRAFFIC

CONTROL

BOX

IRR

YH D

24+00 25+00 26+00

27+00 28+00 28+22

Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

GP-2

PLANS

GRADING

INTERSECTION IMPROVEMENTS

14600 S MINUTEMAN

N :\E ng in ee rin g\ C

\S tre et s\ C ur re nt \M in ut em an

-1

. i nt er se ct io n\ S he et

D ra w in gs \M in ut em an

C on st ru ct io n P la n.

dw g, /1

:3 0:

AutoCAD SHX Text

STA 23+00 LIP = 4630.29±TBC = 4630.63±

AutoCAD SHX Text

STA 23+20.81 LIP = 4629.12±TBC = 4629.83±

AutoCAD SHX Text

STA 23+50 LIP = 4627.71±TBC = 4628.05±

AutoCAD SHX Text

STA 23+75 LIP = 4626.37±TBC = 4626.71±

AutoCAD SHX Text

STA 23+10 LIP = 4629.69±TBC = 4630.40±

AutoCAD SHX Text

STA 23+30 LIP = 4628.68±TBC = 4629.39±

AutoCAD SHX Text

STA 23+40 LIP = 4628.18±TBC = 4628.52±

AutoCAD SHX Text

RADIUS STA 10+25 LIP = 4635.03±TBC = 4635.37±

AutoCAD SHX Text

RADIUS STA 10+50 LIP = 4633.72±TBC = 4634.06±

AutoCAD SHX Text

RADIUS STA 10+75 LIP = 4632.55±TBC = 4632.89±

AutoCAD SHX Text

RADIUS STA 11+00 LIP = 4631.58±TBC = 4631.92±

AutoCAD SHX Text

RADIUS STA 11+00 LIP = 4639.71±TBC = 4640.05±

AutoCAD SHX Text

MATCH TO EXIST. STA 10+17.80±LIP = 4635.40±TBC = 4635.74±

AutoCAD SHX Text

STA 24+00 LIP = 4625.08±TBC = 4625.42±

AutoCAD SHX Text

STA 23+00 EOP = 4629.82±

AutoCAD SHX Text

RADIUS STA 10+17.80±EOP = 4635.44±

AutoCAD SHX Text

RADIUS STA 10+25 EOP = 4635.06±

AutoCAD SHX Text

RADIUS STA 10+50 EOP = 4633.51±

AutoCAD SHX Text

RADIUS STA 10+60 EOP = 4632.73±

AutoCAD SHX Text

RADIUS STA 10+75 EOP = 4632.02±

AutoCAD SHX Text

RADIUS STA 11+00 EOP = 4631.03±

AutoCAD SHX Text

STA 23+20.81±EOP = 4628.72±

AutoCAD SHX Text

STA 23+50 EOP = 4627.32±

AutoCAD SHX Text

STA 23+75 EOP = 4626.03±

AutoCAD SHX Text

STA 24+00 EOP = 4624.76±

AutoCAD SHX Text

STA 24+25 EOP = 4623.45±

AutoCAD SHX Text

STA 23+10±EOP = 4629.27±

AutoCAD SHX Text

RADIUS STA 10+75 EOP = 4637.90±

AutoCAD SHX Text

RADIUS STA 11+00 EOP = 4639.19±

AutoCAD SHX Text

RADIUS STA 11+30.22 EOP = 4640.76±

AutoCAD SHX Text 14600 So.

AutoCAD SHX Text

MINUTEMAN DR.

AutoCAD SHX Text

STA 23+75 LIP = 4626.37±TBC = 4626.71±

AutoCAD SHX Text

STA 24+00 LIP = 4625.08±TBC = 4625.42±

AutoCAD SHX Text

STA 24+25 LIP = 4623.68±TBC = 4624.02±

AutoCAD SHX Text

STA 24+50 LIP = 4622.61±TBC = 4622.95±

AutoCAD SHX Text

STA 24+75 LIP = 4621.73±TBC = 4622.07±

AutoCAD SHX Text

STA 25+25 LIP = 4620.35±TBC = 4620.69±

AutoCAD SHX Text

STA 25+50 LIP = 4620.11±TBC = 4620.45±

AutoCAD SHX Text

STA 25+75 LIP = 4619.74±TBC = 4620.08±

AutoCAD SHX Text

STA 26+00 LIP = 4619.45±TBC = 4619.79±

AutoCAD SHX Text

STA 25+00 LIP = 4621.13±TBC = 4621.47±

AutoCAD SHX Text

STA 26+25 LIP = 4619.22±TBC = 4619.56±

AutoCAD SHX Text

STA 26+50 LIP = 4619.08±TBC = 4619.42±

AutoCAD SHX Text

STA 26+75 LIP = 4618.88±TBC = 4619.22±

AutoCAD SHX Text

STA 27+00 LIP = 4618.68±TBC = 4619.02±

AutoCAD SHX Text

MATCH TO EXISTING STA 27+27.57 LIP = 4618.29±TBC = 4618.63±

AutoCAD SHX Text

STA 23+75 EOP = 4626.03±

AutoCAD SHX Text

STA 24+00 EOP = 4624.76±

AutoCAD SHX Text

STA 24+25 EOP = 4623.45±

AutoCAD SHX Text

STA 24+50 EOP = 4622.41±

AutoCAD SHX Text

STA 24+75 EOP = 4621.55±

AutoCAD SHX Text

STA 25+00 EOP = 4620.89±

AutoCAD SHX Text

STA 25+25 EOP = 4620.20±

AutoCAD SHX Text

STA 25+50 EOP = 4619.87±

AutoCAD SHX Text

STA 25+75 EOP = 4619.51±

AutoCAD SHX Text

STA 26+00 EOP = 4619.27±

AutoCAD SHX Text

STA 26+25 EOP = 4619.12±

AutoCAD SHX Text

STA 26+50 EOP = 4619.02±

AutoCAD SHX Text

STA 26+75 EOP = 4618.83±

AutoCAD SHX Text

STA 27+00 EOP = 4618.63±

AutoCAD SHX Text

MATCH TO EXISTING STA 25+27.57 EOP = 4618.25±

AutoCAD SHX Text

MINUTEMAN DR.

AutoCAD SHX Text

MINUTEMAN DR.

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 20 ft. (24x36)

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 40 ft. (11x17)

AutoCAD SHX Text

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DESIGNER/CAD

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APPROVAL

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CONSULTANT INFORMATION:

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SHEET NO.

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TITLE OF DRAWING:

AutoCAD SHX Text

PROJECT NAME:

AutoCAD SHX Text

PLAN NO.

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REV. BY

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

%%UBENCHMARK:

AutoCAD SHX Text

%%UBASIS OF BEARING:

AutoCAD SHX Text

VERTICAL SCALE:

AutoCAD SHX Text

HORIZONTAL SCALE:

AutoCAD SHX Text

1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

AutoCAD SHX Text

ELEVATION=

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Gary Young

AutoCAD SHX Text

AutoCAD SHX Text 1"=20' (1"=40' 11x17)

AutoCAD SHX Text

SEE BELOW MATCHLINE

AutoCAD SHX Text

STA: 24+00

AutoCAD SHX Text

SEE ABOVE MATCHLINE

AutoCAD SHX Text

STA: 24+00

AutoCAD SHX Text N

AutoCAD SHX Text

GRADING NOTES:

AutoCAD SHX Text STA 23+00 TO STA 23+10 CONTRACTOR SHALL TRANSITION FROM STANDARD DRAPER CITY 30" HIGH BACK CURB TO APWA "TYPE B-30" REVERSE PAN" GUTTER WITH 15" CURB BACK. (SEE DETAIL AT LEFT). STA 23+10 TO STA 23+30 CONTRACTOR SHALL PLACE APWA TYPE B-30" REVERSE PAN GUTTER. STA 23+30 TO STA 23+40 CONTRACTOR SHALL TRANSITION BACK TO DRAPER CITY STANDARD 30" HIGH BACK GUTTER.

AutoCAD SHX Text

SEE GP-1 MATCHLINE

AutoCAD SHX Text

STA: 22+00

17'

3 7'

Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

PE-1

REMOVAL AND REPLACEMENT

PLOWABLE END SECTION

INTERSECTION IMPROVEMENTS

14600 S MINUTEMAN

N :\E ng in ee rin g\ C

\S tre et s\ C ur re nt \M in ut em an

-1

. i nt er se ct io n\ S he et

D ra w in gs \M in ut em an

C on st ru ct io n P la n.

dw g, /1

:3 5:

AutoCAD SHX Text

MATCH ELEVATION TO EXISTING MEDIAN

AutoCAD SHX Text

CONSTRUCTION NOTES:

AutoCAD SHX Text FURNISH AND INSTALL PLOWABLE END SECTION PER UDOT 2025 STANDARD DWG. GW-1B. CONTRACTOR SHALL USE CUT ASPHALT AS FORM AND FORM CONTRACTOR SHALL USE CUT ASPHALT AS FORM AND FORM ABOVE ASPHALT AS NEEDED. FURNISH AND PLACE 35± S.F. OF HMA 64-34 ASPHALT. CONTRACTOR SHALL . CONTRACTOR SHALL MATCH THICKNESS OF EXISTING ASPHALT. (APPROX. 6" DEPTH). FURNISH AND INSTALL "SHUR-TITE" SHUR-FLEX SURFACE MOUNT OBJECT MARKER TYPE III (LEFT) OR APPROVED EQUAL. (SEE PICTURE BELOW FOR DETAILS).

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 2 ft. (24x36)

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text 1 inch = 4 ft. (11x17)

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DESIGNER/CAD

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APPROVAL

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PROJECT NO

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CONSULTANT INFORMATION:

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SHEET NO.

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TITLE OF DRAWING:

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PROJECT NAME:

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PLAN NO.

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ISSUE

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DATE

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REV. BY

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

%%UBENCHMARK:

AutoCAD SHX Text

%%UBASIS OF BEARING:

AutoCAD SHX Text

VERTICAL SCALE:

AutoCAD SHX Text

HORIZONTAL SCALE:

AutoCAD SHX Text

1020 E. PIONEER RD. DRAPER, UTAH 84020 801-576-6536

AutoCAD SHX Text

ELEVATION=

AutoCAD SHX Text Eric Lundell

AutoCAD SHX Text Gary Young

AutoCAD SHX Text

AutoCAD SHX Text 1"=2' (1"=4' 11x17)

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text

CONSTRUCTION

AutoCAD SHX Text

DEMOLITION NOTES:

REMOVE AND DISPOSE OF 17± L.F. OF EXISTING CONCRETE MEDIAN.CONTRACTOR TO REMOVE MEDIAN TO THE FIRST CONTRACTION JOINT WEST OF THE PLOWABLE END SECTION. . SAW-CUT, REMOVE AND DISPOSE OF EXISTING ASPHALT AS NEEDED TO INSTALL NEW PLOWABLE END SECTION. SAW-CUT = 18 L.F SAW-CUT = 18± L.FASPHALT REMOVAL = 13± S.F. PROTECT-IN-PLACE EXISTING ROADBASESAW-CUT, REMOVE AND DISPOSE OF EXISTING ASPHALT FROM PLOWABLE END SECTION AS NEEDED TO INSTALL ASPHALT PATCH. SAW-CUT = 30 L.F SAW-CUT = 30± L.FASPHALT REMOVAL = 20± S.F. PROTECT-IN-PLACE EXISTING ROADBASE.

16+00

17+00

18+00 19+00

20+00

401'

11 114

20+00

21+00 22+00

23+00

24+0

CABLE

ELEC

TRAFFIC

CONTROL

BOX

TEL

COMM COMM

COMM

TRAFFIC

CONTROL

BOX

IRR

110'

Eric T.

Lundell

#10531524DRAPER CITY

ENGINEERING…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 27, 2026.