3-Storm Management Improvements-Highland Area-Det Basin 85 Plan Set.pdf

PDF 6 MB Posted Apr 30, 2026

Attached to: Storm Water Management Improvements Highland Area (DET Basin 85)
Solicitation number: CIP 22-09 -
Issued by: Salt Lake County, Utah

About this file

Written by GovTribe AI · May 12, 2026

This is a plan set document prepared by Draper City Engineering Division for storm water management improvements in the Highland Area Detention Basin #85 located in Draper, Utah. The project involves rerouting storm drain infrastructure to a regional basin and replacing asphalt pavement on Eagle Crest Drive between approximately 15000 South and 15100 South. The scope of work includes furnishing and laying 332 linear feet of 15-inch Class III reinforced concrete pipe at 7.3 percent slope, 325 linear feet of 16-inch Class DR-17 fused high-density polyethylene pipe at 8.7 percent slope, installing two combination storm drain boxes (a 3-by-6-foot single grate box and a 7-by-6-foot double grate box), and one 4-by-4-foot storm drain cleanout box. The project also requires demolition of existing asphalt totaling 14,900 square feet and replacement with 14,900 square feet of 4-inch thick APWA SP-3/8 58/28 asphalt. Bid documents and specifications are posted to the Utah Public Procurement Place (U3P) on or before Wednesday, April 29, 2026 at 4:30 PM, with electronic responses due by 2:00 PM on Friday, May 15, 2026. A 5 percent bid bond is required. Questions must be submitted electronically through U3P before 5:00 PM Thursday, May 14, 2026. Preliminary bid results will be posted within 24 hours of the submission deadline, showing only firm names and total bid amounts.

The plan set includes six sheets detailing construction specifications, standard details for pipe zones, combination boxes, cleanout boxes, storm drain box details, and water meter setter installations. General notes specify that contractors must start work at the low point and work uphill, coordinate utility relocations within contract time, and relocate all existing private culinary and irrigation facilities behind the sidewalk. The document references Draper City standard drawings and specifications and designates Eric Lundell as the project manager. The city reserves the right to reject any and all responses and waive irregularities or informalities deemed in its best interest. No specific contract award date, term, pricing information, or set-aside provisions are detailed in the plan set itself; such information would be contained in the separate bid documents and specifications.

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File	Type	Posted
1-Contract Docs - Storm Water Management Improvements Highland Area.pdf	PDF	Apr 30, 2026
2-Specifications Draper City Det Basin 85.pdf	PDF	Apr 30, 2026

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SUNCREST DRIVE

E A

C R

E S T D

EAGLE

STONE WY

NAL

WILLOW

CREEK

PROJECT LOCATION

VICINITY MAP

LOCATION MAP

ABBREVIATION LIST

LEGEND AND SYMBOLS

PROJECT LOCATION:

HIGHLAND AREA-DET BASIN #85

DRAPER, UTAH

STORM WATER MANAGEMENT IMPROVEMENTS

ID CODEINDEX SHEET

DRAPER CITY

ENGINEERING DIVISION

DRAPER CITY

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

STORM WATER MANAGEMENT IMPROVEMENTS

HIGHLAND AREA-DET BASIN #85 TITLE

1 6COVER SHEET

1 COVER SHEET TITLE

2 PLANS & PROFILE PP-1

3 PLANS & PROFILE PP-2

4 STANDARD DETAILS DT-1

5 STANDARD DETAILS DT-2

6 STANDARD DETAILS DT-3

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AutoCAD SHX Text 11400 S.

AutoCAD SHX Text 11800 S.

AutoCAD SHX Text 12300 S.

AutoCAD SHX Text 13200 S.

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STOKES

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FORT ST.

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STATE ST.

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SALT LAKE CO.

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UTAH CO.

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SANDY

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SO. JORDAN

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RIVERTON

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BLUFFDALE

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ALPINE

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SALT LAKE CANAL

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EAST JORDAN CANAL

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JORDAN RIVER

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BANGERTER HIGHWAY

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CORNER CANYON CREEK

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WILLOW CREEK

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PIONEER

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TRAVERSE RIDGE ROAD

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SCALE: 1" = 300'

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SCALE: NOT TO SCALE

AutoCAD SHX Text Century Link

AutoCAD SHX Text Cheryl Bolinder

AutoCAD SHX Text 801-673-6168

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J TELEPHONE

AutoCAD SHX Text 874 East 12400 South

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H SANITARY SEWER

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I ELECTRIC

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AutoCAD SHX Text 1020 East Pioneer Rd.

AutoCAD SHX Text 801-831-7184

AutoCAD SHX Text Scott Cooley P.E.

AutoCAD SHX Text 1020 East Pioneer Rd.

AutoCAD SHX Text 801-576-6565

AutoCAD SHX Text Eric Lundell P.E.

AutoCAD SHX Text 1020 East Pioneer Rd.

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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.

AutoCAD SHX Text 801-576-6559

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E DRAPER CITY - PARKS

AutoCAD SHX Text Draper City

AutoCAD SHX Text 385-557-2780

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F WATER

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BUILDING SETBACK LINE

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POINT OF REVERSE CURVE

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PUBLIC UTILITY EASEMENT

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AGGREGATE BASE

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TANGENT

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TRAFFIC INDEX

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TEMPORARY

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RADIUS

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SHEET

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STATION

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STANDARD

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LOW POINT

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MANHOLE

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LEFT

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INVERT

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LINEAR FEET

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CLEAN OUT

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CATCH BASIN

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ELEVATION

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CENTERLINE

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LENGTH

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1 POLE SIGN

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2 POLE SIGN

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CONIFEROUS TREE

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BUSH

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DECIDUOUS TREE

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CABLE TV OR TELEPHONE RISER

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GUY WIRE ANCHOR

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POWER POLE

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3 POLE SIGN

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LIGHT POLE

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WATER METER

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FIRE HYDRANT

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GAS METER

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WATER VALVE

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GAS VALVE

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MAILBOX

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WATER MANHOLE

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TELEPHONE MANHOLE

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STORM DRAIN MANHOLE

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SANITARY SEWER MANHOLE

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SET PROPERTY CORNER

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FOUND PROPERTY CORNER

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POST / BOLLARD

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GAS MANHOLE

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ELECTRICAL MANHOLE

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POST INDICATOR VALVE (P.I.V.)

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CATCH BASIN

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ELECTRICAL METER

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WTR

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GAS

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TRAFFIC SIGNAL POLE

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CONTROL POINT

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SECTION CORNER

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BENCHMARK

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IRR

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OVERHEAD POWER

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UNDERGROUND POWER

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SANITARY SEWER

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WATER LINE

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RIGHT OF WAY

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CENTER LINE

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CATV

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IRR

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OHP

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UGP

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TELEPHONE LINE

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TEL

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POWER TOWER

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IRRIGATION BOX

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SPOT ELEVATION

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PIPE LINE (PROPOSED)

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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.

AutoCAD SHX Text 801-576-6360

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D DRAPER CITY - PUBLIC WORKS

AutoCAD SHX Text Jason Hobbs

AutoCAD SHX Text Questar

AutoCAD SHX Text Jason McGee

AutoCAD SHX Text 801-324-3640

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K GAS

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REVIEWED

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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

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REVISION

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%%UBENCHMARK:

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%%UBASIS OF BEARING:

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VERTICAL SCALE:

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HORIZONTAL SCALE:

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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

AutoCAD SHX Text 801-942-9687

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G WATER

AutoCAD SHX Text Ammon Allen, P.E.

AutoCAD SHX Text -----------------------------------------TITLE -------------------------------------PP-1 -------------------------------------PP-2 -----------------------------------DT-1 -----------------------------------DT-2 -----------------------------------DT-3

ELEC

C TELEC

CT ELEC

EXISTING

GUTTER INLET. BOX

GRATE = 6041.49±

INV (W) = 6037.78±

INV (E) = 6037.28±

14+00

15+00

16+00

17+00

4 3

EXISTING 15" RCP

FL = 6038.49± (S)

FL = 6037.00± (E,N)

COMBO BOX

STA 13+85.38±

TBC = 6042.0±

C.O. BOX

STA 17+20.94±

8.04'± Lt

RIM = 6016.61±

FL = 6012.61±

C D

ELEC

C TELEC

CT ELEC

14+00

15+00

16+00

17+00

B a a

Eric T.

Lundell

#10531524

DRAINAGE SYSTEM No. 1

FURNISH & LAY 332± L.F. OF 15" CLASS III RCP. SL = 7.3%±C

FURNISH & LAY 20± L.F. OF 15" CLASS III RCP. SL = 1.4%±

CONNECT NEW 15" RCP PIPE TO EXISTING GUTTER INLET BOX

USING NON-SHRINK GROUT.

FURNISH AND INSTALL 3'X6' SINGLE GRATE COMBINATION BOX PER

DRAPER CITY STANDARD DWG SD-04. CONTRACTOR TO FIELD VERIFY

LOCATION AND ELEVATION OF EXISTING PIPE TO SOUTH PRIOR TO

CORE-CUTTING BOX. GROUT ALL PIPES USING NON-SHRINK GROUT.

(SEE SHT DT-1 FOR DRAPER CITY STANDARD DWGS.)

SAW-CUT, REMOVE AND DISPOSE OF EXISTING ASPHALT. SAW-CUT

LENGTH = 44± L.F. ASPHALT REMOVAL = 14,900± S.F.

REMOVE, AND DISPOSE OF EXISTING GUTTER INLET BOX. CONTRACTOR

TO PROTECT-IN-PLACE EXISTING 15" PIPE TO SOUTH. (TO BE REINSTALLED

IN NEW COMBO BOX).

REMOVE AND DISPOSE OF 22± L.F. OF EXISTING 15" RCP PIPE.

CORE-CUT 24" OPENING AT BOTTOM OF EXISTING INLET BOX AS NEEDED

TO INSTALL NEW PIPE.

PLUG EXISTING PIPE TO THE EAST AND ABANDON IN-PLACE. CONTRACTOR

TO ENSURE CONCRETE DOES NOT FLOW DOWN PIPE TO THE EAST.

FURNISH AND INSTALL 4'X4' STORM DRAIN CLEAN-OUT BOX PER

DRAPER CITY STANDARD DWG SD-05. GROUT ALL PIPES USING

NON-SHRINK GROUT. (SEE SHT DT-1 FOR DRAPER CITY STANDARD

DWGS.)

ENGINEERING DIVISION

DRAPER CITY

801-576-6536

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

STORM WATER MANAGEMENT IMPROVEMENTS

HIGHLAND AREA-DET BASIN #85

STORM DRAIN

PLANS & PROFILE

PP-1

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GENERAL NOTES:

AutoCAD SHX Text DUE TO POSSIBLE UTILITY CONFLICTS, CONTRACTOR SHALL START AT LOW POINT AND WORK UPHILL FOR STORM DRAIN IMPROVEMENTS. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL VEGETATION, TREES, STUMPS, AND ROOTS WITHIN RIGHT-OF-WAY AND SLOPE EASEMENT UNLESS SPECIFIED BY PROJECT ENGINEER. CONTRACTOR SHALL COOPERATE WITH UTILITY OWNERS AND SCHEDULE SUFFICIENT TIME FOR UTILITY RELOCATIONS TO BE COMPLETED WITHIN THE CONTRACT TIME. CONTRACTOR SHALL COORDINATE WITH PROPERTY OWNER AND RELOCATE ALL EXISTING PRIVATE CULINARY AND IRRIGATION FACILITIES TO BEHIND SIDEWALK, AND RESTORE TO PREVIOUS LEVEL OF SERVICE. SEWER LATERALS MAY BE ENCOUNTERED. CONTRACTOR SHALL RELOCATE SEWER LATERAL CLEANOUTS TO BEHIND RIGHT OF WAY LINE.

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CONSTRUCTION NOTES:

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PROPOSED ASPHALT

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FURNISH AND PLACE 14,900± S.F. OF 4" THICK APWA SP-3/8 58/28 ASPHALT.

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DEMOLITION NOTES:

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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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CONSTRUCTION

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DEMOLITION

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REVIEWED

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%%UBENCHMARK:

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%%UBASIS OF BEARING:

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%%UBASIS OF BEARING:

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

AutoCAD SHX Text 1"=20' (22x34) 1"=40' (11x17)

AutoCAD SHX Text 1"=10' (22x34) 1"=20' (11x17)

AutoCAD SHX Text Gary Young

AutoCAD SHX Text Eric Lundell

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WATERLINE GENERAL NOTE:

AutoCAD SHX Text ANY CONFLICTS BETWEEN STORM DRAIN LINE AND WATERLINE SERVICE LATERALS, CONTRACTOR SHALL LOOP WATER SERVICE LINE AROUND STORM DRAIN AND REPLACE LINE FROM CORPORATION STOP, (WATERLINE MAIN), TO WATER METER.

ANY CONFLICTS BETWEEN STORM DRAIN LINE AND WATERLINE SERVICE LATERALS, CONTRACTOR SHALL LOOP WATER SERVICE LINE AROUND STORM DRAIN AND REPLACE LINE FROM CORPORATION STOP, (WATERLINE MAIN), TO WATER METER.

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C.O. BOX

STA 17+20.94±

8.04'± Lt

RIM = 6016.61±

FL = 6012.61±

FL = 5984.24±

COMBO BOX

STA 20+48.63±

TBC = 5988.45±

E F

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Eric T.

Lundell

#10531524

DRAINAGE SYSTEM No. 1 D

FURNISH & LAY 325± L.F. OF 16" CLASS DR-17 FUSED HDPE PIPE.

SL = 8.7%±. CONNECT NEW HDPE PIPE TO NEW COMBO BOX USING

NON-SHRINK GROUT. CONTRACTOR SHALL EXTEND FUSED HDPE

PIPE INTO BOXES 4 TO 6 INCHES TO ALLOW FOR PIPE SHRINKAGE.

SEE SHEET PP-1 FOR DETAILS.

SAW-CUT, REMOVE AND DISPOSE OF EXISTING ASPHALT. SAW-CUT

LENGTH = 44± L.F. ASPHALT REMOVAL = 14,900± S.F.

REMOVE, AND DISPOSE OF EXISTING DOUBLE GRATE GUTTER INLET BOX.

CONTRACTOR TO PROTECT-IN-PLACE EXISTING 15" PIPES TO NORTH AND

TO EAST. (TO BE REINSTALLED IN NEW COMBO BOX).

FURNISH AND INSTALL 7'X6' DOUBLE GRATE COMBINATION BOX PER

DRAPER CITY STANDARD DWG SD-09. CONTRACTOR TO FIELD VERIFY

LOCATION AND ELEVATION OF EXISTING PIPE TO NORTH PRIOR TO

CORE-CUTTING BOX. CONNECT EXISTING PIPE TO THE EAST.

GROUT ALL PIPES USING NON-SHRINK GROUT.

(SEE SHT DT-1 FOR DRAPER CITY STANDARD DWGS.)

ENGINEERING DIVISION

DRAPER CITY

801-576-6536

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

STORM WATER MANAGEMENT IMPROVEMENTS

PHASE 3

STORM DRAIN

PLANS & PROFILE

PP-2

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GENERAL NOTES:

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CONSTRUCTION NOTES:

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SD DEMOLITION NOTES:

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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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CONSTRUCTION

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DEMOLITION

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PROPOSED ASPHALT

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FURNISH AND PLACE 14,900± S.F. OF 4" THICK APWA SP-3/8 58/28 ASPHALT.

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%%UBASIS OF BEARING:

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

AutoCAD SHX Text 1"=20' (22x34) 1"=40' (11x17)

AutoCAD SHX Text 1"=10' (22x34) 1"=20' (11x17)

AutoCAD SHX Text Gary Young

AutoCAD SHX Text Eric Lundell

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WATERLINE GENERAL NOTE:

Eric T.

Lundell

#10531524ENGINEERING DIVISION

DRAPER CITY

801-576-6536

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

STORM WATER MANAGEMENT IMPROVEMENTS

HIGHLAND AREA-DET BASIN #85

STANDARD

DETAILS

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"I.D." MEANS INSIDE DIAMETER OF PIPE BARREL.

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GREATER THAN 33" O.D. + 30"

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LESS THAN 33" O.D. + 24"

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PIPE I.D. MAX. TRENCH WIDTH

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IS AS FOLLOWS:

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OF THE PIPE, INCLUDING ANY NECESSARY SHEATHING

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3. MAXIMUM WIDTH OF TRENCH MEASURED AT THE TOP

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2. "O.D." MEANS OUTSIDE DIAMETER OF PIPE BARREL.

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%%UGENERAL NOTES

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%%UTYPE II

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%%UTYPE I

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1/2 0F PIPE O.D.

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SEE NOTE 1

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TOP OF PIPE ZONE

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12" MIN.

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12" MIN.

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12" MIN.

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12" MIN

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6. TYPE I: RIGID NON-PRESSURE PIPE TYPE II: FLEXIBLE NON-PRESSURE PIPE

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1. USE UNTREATED BASE COURSE MATERIAL. COMPACT TO AT LEAST

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95%%% OF THE MAXIMUM DRY DENSITY OF THE MODIFIED PROCTOR

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AS PER CURRENT ASTM D 1557 OR AASHTO T 180 SPECIFICATIONS;

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AT +/- 2% OF OPTIMUM MOISTURE CONTENT.

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SEE NOTE 4

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4. FOR FOUNDATION STABILIZATION, (IF NEEDED) USE AGGREGATE CONFORMING TO DRAPER CITY SPECIFICATIONS, SECTION 02230, 2.07.

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5. USE GRANULAR BORROW MEETING A-1 OR A-2 CLASSIFICATION FILL FOR BACKFILL/PIPE BEDDING TO TOP OF PIPE.

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SEE NOTE 5

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UNDISTURBED SHAPED SUBSURFACE

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EXISTING GROUND

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NOTE 6

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NOTE 6

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SINGLE GRATE COMBINATION BOX

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LADDER STEPS SEE NOTE 7

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%%USECTION A-A

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%%USECTION C-C

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FLOWLINE

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FLOWLINE

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1. ALL STORM DRAIN BOXES SHALL BE HS-20 LOAD RATED AND ALL STORM DRAIN BOXES SHALL BE HS-20 LOAD RATED AND HAVE NO KNOCK-OUT PANELS. . 2. BOX SIZES, FLOWLINE ELEVATIONS, PIPE SIZES AND LOCATIONS WILL BE BOX SIZES, FLOWLINE ELEVATIONS, PIPE SIZES AND LOCATIONS WILL BE PIPE SIZES AND LOCATIONS WILL BE SHOWN ON OTHER DRAWINGS. 3. ALL CONCRETE SHALL BE CLASS AA(AE), 4000 P.S.I. PORTLAND CEMENT. ALL CONCRETE SHALL BE CLASS AA(AE), 4000 P.S.I. PORTLAND CEMENT. 4. PRECAST CONCRETE LEVELING COLLAR AVAILABLE IN 4, 6 OR 8 INCH PRECAST CONCRETE LEVELING COLLAR AVAILABLE IN 4, 6 OR 8 INCH THICKNESS. GROUT UNDER MANHOLE COVER FRAME AS REQUIRED TO LEVEL. 5. FOR STANDARD MANHOLE, USE D&L SUPPLY MODEL A-1180 OR EQUIVALENT. FOR STANDARD MANHOLE, USE D&L SUPPLY MODEL A-1180 OR EQUIVALENT. 6. THE FRAME AND GRATING SHALL BE CAST DUCTILE IRON, CONFORMING TO THE THE FRAME AND GRATING SHALL BE CAST DUCTILE IRON, CONFORMING TO THE AASHTO STANDARD SPECIFICATIONS FOR DUCTILE IRON CASTINGS A.S.T.M. DESIGNATION A-256, GRADE 60-45-10. 7. SEE DRAWING SD-07 FOR GRATE, FRAME, AND LADDER STEPS SPECIFICATIONS. SEE DRAWING SD-07 FOR GRATE, FRAME, AND LADDER STEPS SPECIFICATIONS. 8. BACKFILL: INSTALL BACKFILL IN LIFTS NOT EXCEEDING 8" AFTER BACKFILL: INSTALL BACKFILL IN LIFTS NOT EXCEEDING 8" AFTER COMPACTION. COMPACT TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY OF THE MODIFIED PROCTOR AS PER CURRENT ASTM D 1557 OR AASHTO T-180 SPECIFICATIONS; AT ± 2% OF OPTIMUM MOISTURECONTENT.

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PROFILE OF CURB AND GUTTER BEYOND SECTION

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STD. MANHOLE FRAME MANHOLE FRAME AND LID SEE NOTE 5

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STD. BICYCLE SAFE FRAME AND GRATE SEE NOTE 7

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CONSTRUCT CURB WALL THE WIDTH OF BOX TO SUPPORT INLET HOOD

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BACKFILL SEE NOTE 8

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BACKFILL SEE NOTE 8

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SEE NOTE 2

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STD. MANHOLE COVER SEE NOTE 5 BELOW

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ASPHALT PAVING

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BACKFILL SEE NOTE 8

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CONCRETE COLLAR SEE DWG. ST-14

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SEE NOTE 4

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CONCRETE COLLAR SEE DWG. ST-14

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APPROVED BY C.C.

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PAVING

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SLOPE 2%

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%%USECTION A-A

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LADDER STEPS SEE NOTE 7

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%%UTOP SLAB

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MANHOLE COVER SEE NOTE 6

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ASPHALT PAVING

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FLOWLINE

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2 1/2" SLOPE

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FLOWLINE

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#6 @ 2" O.C. (SEE ABOVE FOR DIMENSIONS)

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SIZE VARIES

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%%USPLICE DETAIL

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CONSTRUCT CURB WALL THE WIDTH OF BOX TO SUPPORT INLET HOOD

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STD. BICYCLE SAFE FRAME AND GRATE SEE NOTE 7

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STD. MANHOLE FRAME & LID SEE NOTE 6

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#5 @ 12" O.C. VERTICAL SEE NOTES BELOW

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CONSTRUCT CURB WALL THE WIDTH OF BOX TO SUPPORT INLET HOOD

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PROFILE OF #1 CURB & GUTTER BEYOND SECTION

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%%UNOTES:%%U

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1. ALL STORM DRAIN BOXES SHALL BE HS-20 LOAD RATED AND HAVE NO KNOCK-OUT PANELS 2. BOX SIZES, FLOWLINE ELEVATIONS, PIPE SIZES AND LOCATIONS WILL BE SHOWN ON OTHER BOX SIZES, FLOWLINE ELEVATIONS, PIPE SIZES AND LOCATIONS WILL BE SHOWN ON OTHER PIPE SIZES AND LOCATIONS WILL BE SHOWN ON OTHER DRAWINGS. 3. 450' MAX BETWEEN CLEANOUT BOXES 450' MAX BETWEEN CLEANOUT BOXES 4. ALL CONCRETE SHALL BE CLASS AA(AE), 4000 P.S.I. PORTLAND CEMENT. ALL CONCRETE SHALL BE CLASS AA(AE), 4000 P.S.I. PORTLAND CEMENT. 5. PRECAST CONCRETE LEVELING COLLAR AVAILABLE IN 4, 6 OR 8 INCH THICKNESS. GROUT UNDER PRECAST CONCRETE LEVELING COLLAR AVAILABLE IN 4, 6 OR 8 INCH THICKNESS. GROUT UNDER MANHOLE COVER FRAME AS REQUIRED TO LEVEL. 6. FOR STANDARD MANHOLE, USE D&L SUPPLY MODEL A-1180 OR EQUIVALENT. FOR STANDARD MANHOLE, USE D&L SUPPLY MODEL A-1180 OR EQUIVALENT. 7. SEE DRAWING SD-07 FOR GRATE, FRAME, AND LADDER STEPS SPECIFICATIONS. SEE DRAWING SD-07 FOR GRATE, FRAME, AND LADDER STEPS SPECIFICATIONS. 8. BACKFILL: INSTALL BACKFILL IN LIFTS NOT EXCEEDING 8" AFTER BACKFILL: INSTALL BACKFILL IN LIFTS NOT EXCEEDING 8" AFTER COMPACTION. COMPACT TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY OF THE MODIFIED PROCTOR AS PER CURRENT ASTM D 1557 OR AASHTO T-180 SPECIFICATIONS; AT ± 2% OF OPTIMUM MOISTURECONTENT.

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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

Eric Lundell

Eric T.

Lundell

#10531524ENGINEERING DIVISION

DRAPER CITY

801-576-6536

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

STORM WATER MANAGEMENT IMPROVEMENTS

HIGHLAND AREA-DET BASIN #85

STANDARD

DETAILS

DT-2

5 6

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FLO-LINE ELEV'S.

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"H" VARIES, SEE DWGS.

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4'-0" MINIMUM

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WITH CITY ENGINEER.

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FOR LARGER PIPE SIZE, CHECK

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DIMENSION "X"

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SIZE

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PIPE

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%%USECTION A-A

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SHOWN ON PLANS

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ARE SHOWN ON PLANS

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%%USECTION B-B

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USE PRECAST CONC. LEVELING COLLAR AS REQD. UNDER MANHOLE FRAME. SEE NOTE #5.

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%%UNOTES:%%U

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BACKFILL

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VARIES

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4'-0" MINIMUM

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PRE-CAST BOX

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OR AS DIRECTED BY CITY ENGINEER

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%%UINSTALLATION DETAIL

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M. A. INDUSTRIES INC.

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(OR APPROVED EQUAL)

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OR AS DIRECTED BY CITY ENGINEER

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%%UCURB HOOD INLET

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* CAST IRON OR STEEL

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* BICYCLE PROOF

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* DESIGN FOR H-20 LOADING

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* D&L I-1803 OR EQUAL

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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

CAST IRON RING

LEGEND

COPPER PIPE (TYPE K - SOFT) OR 1" POLY PIPE (CTS)

1" METER YOKE W/ DUAL CHECK IN SETTER

METER BOX (21" X 36")

ITEMNo.

DESCRIPTION

" M

" B

" M

BACK FILL ALL SIDES

SEE NOTE 2

2" TAP IN LID FOR RADIO READ SENSOR OF METER

D METER

PROVIDED BY CITY

WATER LINE

METER SETTER BOX

OWNER:

DRAPER CITY

OWNER:

PROPERTY OWNER

ANGLE BALL VALVE

SERVICE LINE

WATER

METER

ANGLE DUAL CHECK VALVE

30°

6" MIN.

FLOW FLOW

METER SETTER BOX

** ALL OTHER AREAS REQUIRE APPROVAL OF

CITY ENGINEER W/ TRAFFIC RATED LID

(TO BE PLACED IN ROW)

FORD VBHC74-21W-11-44-NL

D & L L-2244 OR APPROVED EQUAL

A2000 METER BOX WHITE IN COLOR OR APPROVED EQUAL IN

IMPERVIOUS AND/OR DRIVABLE AREAS

D & L L-2242 OR APPROVED EQUAL

(SEE NOTE 8 FOR TRAFFIC RATED LID)

(SEE NOTE 8 FOR TRAFFIC RATED RING)

CORRUGATED HDPE METER BOX OR APPROVED EQUAL IN PARKSTRIP

BRASS SERVICE SADDLE

CORP STOP COMPRESSION FITTING OR EQUAL FORD FB1100-4-Q-NL OR APPROVED EQUAL

THWN-2 JACKETED 12 GAUGE

STRANDED COPPER TRACER

WIRE, SEE NOTE 9

INSTALL WITH THWN-2 JACKETED 12 GAUGE STRANDED COPPER

TRACER WIRE

FORD 202B (DIP) OR

FORD 202BSD (C900)

NOTES

1. INSPECTION: PRIOR TO BACK FILLING AROUND METER BOX AND TAPS,

SECURE INSPECTION AND APPROVAL OF CITY ENGINEER.

2. BACK FILL: BACK FILL IN LIFTS NOT EXCEEDING 8" AFTER COMPACTION.

COMPACT EACH LIFT TO DRY DENSITY OF 95% PER ASTM D-1557 (SEE

SPECIFICATION SECTION 2240).

3. PLACEMENT: ALL METERS ARE TO BE INSTALLED IN THE PARK STRIP (PUBLIC

ROW) AND MUST BE PLACED WITHIN 2 FEET OF PROPERTY LINE WITH 2 BOXES

ADJACENT TO COMMON PROPERTY LINE (WITH 3-4 FEET MINIMUM SEPARATION

BETWEEN METER CANS).

4. ALL METER SETTERS MUST HAVE BACK FLOW PREVENTERS.

5. METER BOX MUST BE FREE OF DEBRIS AND WATER, AND BE FREE OF ALL

DEFECTS. METER BOXES THAT ARE CRACKED, CHIPPED, BROKEN, OR

DEFORMED WILL NOT BE ACCEPTED.

6. METER SETTER MUST BE 18"-20" BELOW LID.

7. COMPRESSION FITTINGS FOR POLY PIPE REQUIRE STAINLESS STEEL INSERTS.

8. TRAFFIC RATED RING AND LID SHALL BE D&L SUPPLY MODEL #B-5021 WITH 2"

KNOCK OUT FOR RADIO READ SENSOR OR APPROVED EQUAL.

9. TRACER WIRE TO BE INSTALLED WITH WATER SERVICE LINE AND TERMINATE AT

ANGLE STOP VALVE IN METER BOX. PROVIDE 2 FEET MINIMUM EXTRA WIRE.

COIL EXCESS AROUND VALVE.

Eric T.

Lundell

#10531524ENGINEERING DIVISION

DRAPER CITY

801-576-6536

0 1 BAR SCALE MEASURES 1" ON FULL

SIZE SHEETS ADJUST ACCORDINGLY

FOR REDUCED SIZE SHEETS

STORM WATER MANAGEMENT IMPROVEMENTS

HIGHLAND AREA-DET BASIN #85

STANDARD

DETAILS

DT-3

6 6

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A M

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METER SETTER & METER BOX 1-INCH SERVICE

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WT-09

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DEC. 2025

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%%UBENCHMARK:

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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

Sheets and Views

Cover Sheet-cover sheet

Det Basin #85-PP-1

Det Basin #85-PP-2

Det Basin #85-DT-1

Det Basin #85-DT-2

Det Basin #85-DT-3

File details come from the government source that posted it. Updated May 12, 2026.