3-Draper City Hall Parking Expansion Roll Offs Plan Set 08-28-2026 Signed Dated.pdf

PDF 12 MB Posted

Attached to
City Hall Parking Lot Expansion
Solicitation number
CIP 26-17
Issued by
Salt Lake County, Utah

About this file

This is a design plan set for the City Hall Parking Lot Expansion project in Draper, Utah, prepared by Draper City Engineering Division and signed by Professional Engineer Dillon J. Bliler on August 28, 2026. The project scope encompasses expansion of the City Hall parking lot and construction of fenced dumpster roll-off pads located at 970 East Fort Street in Draper. The design includes demolition of existing asphalt (1,085 square feet), concrete sidewalk (372 square feet), and concrete curb and gutter (64 linear feet); installation of 13,770 square feet of 4-inch thick hot mix asphalt; construction of 1,251 square feet of 8-inch thick concrete for roll-off dumpster pads; installation of 737 square feet of 6-foot wide sidewalk; installation of 365 linear feet of 30-inch curb and gutter in varying configurations; and installation of chain link fencing (156 linear feet) with privacy slats and gates (31.5 linear feet combined) around the dumpster pads. The plan set includes nine sheets detailing demolition, storm drain infrastructure with 59.93 linear feet of 18-inch perforated corrugated HDPE pipe, construction plans, striping, and standard detail drawings with specifications for concrete bollards, parking lot asphalt sections, and soft spot repairs.

The project requires all labor, materials, tools, and equipment as described in the project plans and specifications. A 5 percent bid bond is required from respondents. Bid documents and specifications were posted to the Utah Public Procurement Place (U3P) on or before Monday, August 17, 2026 at 4:30 PM. Electronic bid responses were due to Draper City Engineering Division by 4:30 PM on Monday, August 31, 2026, with preliminary results posted within 24 hours. Questions concerning scope of work, response submittal, or process were to be directed electronically through U3P by 4:30 PM on Thursday, August 27, 2026. Draper City reserves the right to reject any and all responses and to waive any irregularities, informalities, or technicalities deemed in the best interest of the City. The City is not responsible for expenses incurred prior to award by the City Council.

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PIONEER ROAD PIONEER ROADUTA TRAX RAIL

DRAPER PARKWAY

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WILLOW

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PROJECT LOCATION

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PROJECT LOCATION:

EXPANSION ROLL OFFS

DRAPER, UTAH

DRAPER CITY HALL PARKING

ID CODEINDEX SHEET

1 TITLE SHEET TITLE

2 DEMOLITION PLAN DM-1

3 SD PLAN & PROFILE PP-1

4 CONSTRUCTION PLAN & PROFILE CP-1

5 CONSTRUCTION PLAN & PROFILE CP-2

6 STRIPING PLAN SP-1

7 STANDARD DETAIL DT-1

8 STANDARD DETAIL DT-2

9 STANDARD DETAIL DT-3

DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

COVER SHEET

TITLE

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STOKES

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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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SD

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D DRAPER CITY - PUBLIC WORKS

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DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

DEMOLITION PLAN

DM-1

2 9

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GENERAL NOTES:

AutoCAD SHX Text CONTRACTOR SHALL CONTACT BLUE STAKES FOR UTILITY LOCATION MARKING. IT IS THE CONTRACTORS RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED AND MARKED PRIOR TO STARTING ANY DEMOLITION OR CONSTRUCTION WORK. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL VEGETATION, TREES, STUMPS, AND ROOTS WITHIN AREAS TO BE IMPROVED. CONTRACTOR SHALL NOT REMOVE ANY TREES WITHIN TEMPORARY CONSTRUCTION EASEMENT UNLESS SPECIFIED BY PROJECT ENGINEER. PROTECT-IN-PLACE ALL EXISTING IMPROVEMENTS. CONTRACTOR SHALL TAKE CARE TO NOT DAMAGE EXISTING CURB & GUTTER WHEN REMOVING ASPHALT. THERE ARE NUMEROUS UTILITIES WITHIN PROJECT LIMITS. EFFORTS HAVE BEEN TAKEN TO LOCATE ALL EXISTING UTILITIES. HOWEVER, SOME EXISTING UTILITIES MAY NOT BE SHOWN ON DRAWINGS. IT IS THE RESPONSIBILITY OF THE UTILITY COMPANIES TO IDENTIFY AND RELOCATE ALL EXISTING UTILITIES THAT MAY BE IN CONFLICT WITH THE PROPOSED DESIGN.

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DEMOLITION NOTES:

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AutoCAD SHX Text SAW-CUT, EXCAVATE, AND DISPOSE OF EXISTING ASPHALT. ASPHALT REMOVAL =1,085± S.F.PROTECT IN PLACE ALL EXISTING ROADBASE MATERIAL DEEMED SUITABLE BY THE ENGINEER. FOR SOFT SPOTS SEE SOFT SPOT REPAIR DETAIL ON DT-6. SAW-CUT, REMOVE, AND DISPOSE OF 372± S.F. OF CONCRETE SIDEWALK.SAW-CUT, REMOVE, AND DISPOSE OF 62 L.F. OF CONCRETE CURB & GUTTER. SAW-CUT, REMOVE, AND DISPOSE OF 2 L.F. OF CONCRETE CURB & GUTTER. CLEAR AND GRUB 18,474± S.F.REMOVE, AND DISPOSE OF 385± S.F. OF CONCRETE PAD.REMOVE, AND DISPOSE OF 85 L.F. OF EXISTING CHAINLINK FENCE AND GATES.

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CLEAR AND GRUB

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DRAPER CITY HALL

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DRAPER HISTORICAL SOCIETY

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Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

STORM DRAIN PLAN

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GENERAL CONSTRUCTION NOTES: (APPLIES TO ALL SHEETS)

AutoCAD SHX Text ALL LOT LINE FENCES AND WALLS THAT HAVE BEEN MODIFIED OR SHORTENED DURING CONSTRUCTION, SHALL BE FINISHED AND EXTENDED BACK TO ROW LINE IN A MANNER THAT PRESERVES THE EXISTING AESTHETIC QUALITIES. CONTRACTOR SHALL RAISE TO FINISH GRADE ALL UTILITY COVERS AS REQUIRED. SEE DRAPER CITY STANDARD DWG ST-15 FOR DETAILS. CONTRACTOR SHALL SLOPE GRADE FROM DRIVEWAYS TO EXISTING GROUND AT A MAXIMUM 3:1 SLOPE UNLESS OTHERWISE NOTED ON PLANS. NEW LANDSCAPING SHALL MATCH EXISTING. PRIVATE SPRINKLER SYSTEMS SHALL BE RESTORED TO BACK OF CURB. ALL LANDSCAPE ROCKS TO BE PLACED BACK IN LINE SIMILAR TO EXISTING LANDSCAPING. WHERE EXISTING ASPHALT IS NOT WIDER THAN THE PROPOSED ROAD A MINIMUM OF 8" ROAD BASE WILL NEED TO BE ADDED AS FIT THRU PROJECT.

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PROP. SURFACE

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ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

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Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

CONSTRUCTION PLAN

CP-1

4 9

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AutoCAD SHX Text Dillon Bliler

AutoCAD SHX Text Dillon Bliler

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DRAPER CITY HALL

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DRAPER HISTORICAL SOCIETY

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ROW/PL

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GENERAL CONSTRUCTION NOTES: (APPLIES TO ALL SHEETS)

AutoCAD SHX Text ALL LOT LINE FENCES AND WALLS THAT HAVE BEEN MODIFIED OR SHORTENED DURING CONSTRUCTION, SHALL BE FINISHED AND EXTENDED BACK TO ROW LINE IN A MANNER THAT PRESERVES THE EXISTING AESTHETIC QUALITIES. CONTRACTOR SHALL SLOPE GRADE FROM ASPHALT PARKING LOT TO EXISTING GROUND AT A MAXIMUM 3:1 SLOPE UNLESS OTHERWISE NOTED ON PLANS. NEW LANDSCAPING SHALL MATCH EXISTING. PRIVATE SPRINKLER SYSTEMS SHALL BE RESTORED TO BACK OF CURB.

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CONSTRUCTION NOTES:

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AutoCAD SHX Text FURNISH AND LAY 13,770± S.F. OF 4" THICK HMA. PER DRAPER CITY STANDARDSPECIFICATIONS SEE DETAILS ON SHEET DT-1. INSTALL 123 L.F. OF 30" REVERSE PAN CURB & GUTTER. SEE DETAIL TYPE A-30" REVERSE PAN ON SHEET DT-1. INSTALL 97 L.F. OF 30" HIGH-BACK CURB & GUTTER PER DRAPER CITY STANDARD DETAIL ST-12 ON SHEET DT-1. INSTALL 88 L.F. OF 30" HIGH-BACK CURB & GUTTER PER DRAPER CITY STANDARD DETAIL ST-12 ON SHEET DT-1. INSTALL 57 L.F. OF 30" REVERSE PAN CURB & GUTTER. SEE DETAIL TYPE A-30" REVERSE PAN ON SHEET DT-1. INSTALL 1,251± S.F. OF 8" THICK CONCRETE FOR ROLL-OFF DUMPSTER PAD. SEE DETAIL ONSHEET DT-1. PLACE 333± S.F. GRAVEL ROCK AND TIE BACK INTO EXISTING SURFACE MAX 3:1 SLOPE.PLACE 343± S.F. OF 6" BEEF HOLLOW ROCK INSIDE PARKING DRAINAGE RETENTION BASIN.BASIN HOLDS AT HIGHMARK: 5.02 Cu.Yd.. SURFACE ROCK TO GO OVER LANDSCAPE FABRIC LINER TO BE APPROVED BY PROJECT ENGINEER. APPROVED SD BACKFILL MATERIAL, OVER THE GRAVEL SOCKED STORAGE PIPE. INSTALL 737± S.F. 6' WIDE SIDEWALK PER DRAPER CITY STANDARD DETAIL ST-13 ON SHEETDT-2. INSTALL 156 L.F. CHAIN LINK FENCE WITH PRIVACY SLATS AROUND ROLL OFF DUMPSTER PAD. INSTALL 10.5 L.F. CHAIN LINK GATE WITH PRIVACY SLATS FOR ROLL OFF DUMPSTER PAD. INSTALL 21 L.F. CHAIN LINK GATE WITH PRIVACY SLATS FOR ROLL OFF DUMPSTER PAD. INSTALL 4 CONCRETE BOLLARDS. SEE DETAIL ON SHEET DT-3. INSTALL CURB CUT. SEE CURB CUT DETAIL ON SHEET DT-1. PLACE 3,121± S.F. GRAVEL ROCK AND TIE BACK INTO EXISTING SURFACE MAX 6% SLOPE.GLASS RECYCLING DUMPSTER PLACEMENT

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PROPOSED ASPHALT REPLACEMENT

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PROPOSED CONCRETE

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PROPOSED CUT TO TIE-INTO EXISTING LANDSCAPE

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PROPOSED FILL TO TIE-INTO EXISTING LANDSCAPE

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GRAVEL ROCK

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6" BEEF HOLLOW ROCK

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(4505)

(4

3)

(4504)

(4506)

(4507)

45054504

45054504 4503 4503

DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

CONSTRUCTION PLAN

CP-2

5 9

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DRAPER CITY HALL

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DRAPER HISTORICAL SOCIETY

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ROW/PL

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GENERAL CONSTRUCTION NOTES: (APPLIES TO ALL SHEETS)

AutoCAD SHX Text ALL LOT LINE FENCES AND WALLS THAT HAVE BEEN MODIFIED OR SHORTENED DURING CONSTRUCTION, SHALL BE FINISHED AND EXTENDED BACK TO ROW LINE IN A MANNER THAT PRESERVES THE EXISTING AESTHETIC QUALITIES. CONTRACTOR SHALL SLOPE GRADE FROM ASPHALT PARKING LOT TO EXISTING GROUND AT A MAXIMUM 3:1 SLOPE UNLESS OTHERWISE NOTED ON PLANS. NEW LANDSCAPING SHALL MATCH EXISTING. PRIVATE SPRINKLER SYSTEMS SHALL BE RESTORED TO BACK OF CURB.

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PROPOSED ASPHALT REPLACEMENT

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PROPOSED CONCRETE

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GRAVEL ROCK

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EOA = EDGE OF ASPHALT

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TBC = TOP BACK OF CURB

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6" BEEF HOLLOW ROCK

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(XXXX) = EXISTING ELEVATION

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XXXX = PROPOSED ELEVATION

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PAD = CONCRETE PAD

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AC = TOP OF ASPHALT

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LIP = LIP OF CURB

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FG = FINISHED GROUND

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BOW = BACK OF WALK

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GRADING NOTES:

NET CUT VALUE IS TO GRADE SHOWN. PUBLIC WORKS WILL BE DOING THE EXCAVATING AND ROUGH/GRADING ON THE PROJECT. ANY FINE GRADING TO BE DONE BY THE GENERAL CONTRACTOR.

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

STRIPING PLAN

SP-1

6 10

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STRIPING NOTES:

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4" WIDE SOLID WHITE LINE.

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ALL STRIPING AND MARKINGS SHALL BE DOUBLE COAT APPLIED AT THE SPECIFIED RATES.

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GENERAL CONSTRUCTION NOTES: (APPLIES TO ALL SHEETS)

AutoCAD SHX Text ALL LOT LINE FENCES AND WALLS THAT HAVE BEEN MODIFIED OR SHORTENED DURING CONSTRUCTION, SHALL BE FINISHED AND EXTENDED BACK TO ROW LINE IN A MANNER THAT PRESERVES THE EXISTING AESTHETIC QUALITIES. CONTRACTOR SHALL RAISE TO FINISH GRADE ALL UTILITY COVERS AS REQUIRED. SEE DRAPER CITY STANDARD DWG ST-15 FOR DETAILS. CONTRACTOR SHALL SLOPE GRADE FROM DRIVEWAYS TO EXISTING GROUND AT A MAXIMUM 3:1 SLOPE UNLESS OTHERWISE NOTED ON PLANS. NEW LANDSCAPING SHALL MATCH EXISTING. PRIVATE SPRINKLER SYSTEMS SHALL BE RESTORED TO BACK OF CURB. ALL LANDSCAPE ROCKS TO BE PLACED BACK IN LINE SIMILAR TO EXISTING LANDSCAPING. WHERE EXISTING ASPHALT IS NOT WIDER THAN THE PROPOSED ROAD A MINIMUM OF 8" ROAD BASE WILL NEED TO BE ADDED AS FIT THRU PROJECT.

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DRAPER CITY HALL

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DRAPER HISTORICAL SOCIETY

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

STANDARD DETAIL DRAWINGS

DT-1

7 9

1'-0"

1'-0" 1'-0"VARIES VARIES

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%%UROLL OFF DUMPSTER PAD SECTION

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8" THICK, NON-REINFORCED CONCRETE

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8" UNTREATED BASE COURSE

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%%UPARKING LOT ASPHALT SECTION

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4" OF SP-1/2" PG 58-28 ASPHALT

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8" UNTREATED BASE COURSE

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6" AGGREGATE SUBBASE

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%%U18" SLOTTED CORRUGATED HDPE

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1' OF DRAIN GRAVEL ALL AROUND PIPE

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1' OF DRAIN GRAVEL ALL AROUND PIPE

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18" PERFORATED CORRUGATED HDPE

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NON-WOVEN FILTER GEOFRABRIC BURRITO WRAP

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NON-WOVEN FILTER GEOFRABRIC BURRITO WRAP

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%%UCURB CUT SECTION

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6" CURB AND GUTTER

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FLOW LINE CURB AND GUTTER

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%%USOFT SPOT REPAIR DETAIL

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4" OF SP-1/2" PG 58-28 ASPHALT

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18" REPLACED UNTREATED BASE COURSE

WSF 315 WOVEN GEOTEXTILE

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

STANDARD DETAIL DRAWINGS

DT-2

8 9

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Dillon Bliler

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

Dillon J.

Bliler

#12478951

DRAPER CITY HALL PARKING

EXPANSION ROLL OFFS

STANDARD DETAIL DRAWINGS

DT-3

9 9

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%%UCONCRETE PIPE BOLLARD

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4" OF SP-1/2" PG 58-28 ASPHALT

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8" UNTREATED BASE COURSE

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6" AGGREGATE SUBBASE

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NATIVE SOIL

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4000 PSI CONCRETE FOOTING

AutoCAD SHX Text 6" STD. GALV. STEEL PIPEFILLED WITH CONCRETE. (APPLY TWO COATS YELLOW PAINT) MIN 0.188" WALL THICKNESS.

CONCRETE CAP

00_Cover Sheet
COVER SHEET
01_DM-1
DM-1
02_PP-1
PP-1
03_CP-1
CP-1
03_CP-2
CP-2
04_SP-1
SP-1
05_DT-1
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05_DT-2
DT-2
05_DT-3
DT-3

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