1-Franklin Storm Drain Construction Drawings.pdf

PDF 1 MB Posted Jun 5, 2026

Attached to: Provo City Storm Drain Materials
Solicitation number: PR2026001029
Issued by: Utah

About this file

Written by GovTribe AI · Jun 8, 2026

This is a construction drawings document for the Franklin Storm Drain Project in Provo, Utah, prepared by Provo City Public Works Department with an engineering file number PR2025001004 and a September 2025 date. The project involves the manufacture and supply of storm drain infrastructure materials across two schedules. Schedule A requires 888 feet of 30-inch reinforced concrete pipe (RCP), 64 feet of 18-inch RCP, 104 feet of 15-inch RCP, four 60-inch diameter storm drain manholes, and four single catch basins. Schedule B specifies 776 feet of 24-inch RCP, 120 feet of 18-inch RCP, 304 feet of 15-inch RCP, six 60-inch diameter storm drain manholes, and four double catch basins. All storm drain pipes must be reinforced concrete pipe Class III unless otherwise noted. The project includes comprehensive roadway and storm drain construction along 700 West and 500 South corridors, with detailed plan and profile sheets indicating pipe segments, manhole locations with specific rim and invert elevations, and catch basin specifications. A pre-construction conference must be held a minimum of three working days prior to the start of work, and all construction stakes must be requested at least three working days in advance during city working hours of Monday through Thursday, 7:00 AM to 6:00 PM.

All work shall conform to Provo City's technical specifications and requirements for roadway and storm drain construction. Storm drain inlet boxes must meet Provo City Standard Plan P-315 with hooded outlet covers, while manholes must comply with APWA Standard Plan 341 or approved equivalents. All existing curbs, gutters, and sidewalks must be preserved and protected, with any contractor-caused damages to be removed and replaced at no additional cost to the owner. The contractor is responsible for determining the exact location of all existing utilities before commencing work and assumes full responsibility for any damages resulting from failure to locate and preserve utilities. Provo City will provide construction survey services, and contractors must request construction stakes a minimum of three working days prior to planned use. Upon completion, contractors must submit three sets of as-built plans to Provo City. The drawings include detailed specifications for water system construction in accordance with Utah Regulations for Public Drinking Water Systems, including requirements for ductile iron waterlines with polywrap, sand bedding with minimum 8-inch cover, tracer wire along all waterlines, and mechanical joint restraints on all fittings and valves.

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960 S.

C O

V E

R S

H E

E T

R E

PR2025001004

Engineering File Number:

Sheet No.

N O

N K

R M

D R

S E

M B

E R

ROADWAY/STORM DRAIN

GENERAL NOTES

1. ALL ROADWAY CONSTRUCTION SHALL MEET THE MINIMUM REQUIREMENTS OF PROVO CITY'S TECHNICAL

SPECIFICATIONS OR AS APPROVED IN THE PLANS HEREIN.

2. WHEN DISCREPANCIES OCCUR BETWEEN PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. UNTIMELY NOTIFICATION SHALL NEGATE ANY CONTRACTORS CLAIM FOR ADDITIONAL

COMPENSATION.

3. ALL STORM DRAIN PIPES TO BE REINFORCED CONCRETE PIPE (RCP) CLASS III UNLESS OTHERWISE NOTED.

4. ALL STORM DRAIN INLET BOXES TO MEET PROVO CITY STANDARD PLAN P-315. SNOUT OR EQUIVALENT HOODED

OUTLET COVER SHALL BE PROVIDED ON ALL STORM DRAIN INLETS.

5. ALL STORM DRAIN MANHOLES TO MEET APWA STANDARD PLAN 341 OR APPROVED EQUAL.

6. ALL ROADWAY TRENCH RESTORATION AND STORM DRAIN PIPE BACKFILL WORK SHALL BE COMPLETED PER THE

DETAILS AND SPECIFICATION SHOWN IN SHEET-02

7. ALL STORM DRAIN INLET BOXES PIPING TO BE CUT OFF FLUSH WITH INSIDE WALL OF DRAINAGE BOX. INSIDE WALL

TO BE GROUTED SMOOTH WITH NON-SHRINK GROUT.

8. ALL EXISTING CURB, GUTTER, AND SIDEWALK, ETC. TO BE PRESERVED AND PROTECTED UNLESS OTHERWISE INDICATED IN PLANS OR AS DIRECTED BY THE ENGINEER. ALL DAMAGED IMPROVEMENTS RESULTING FROM ACTIVITIES OF THE CONTRACTOR SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST TO THE OWNER.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR REQUIREMENTS OF THE PROVO

CITY PUBLIC WORKS DEPARTMENT.

2. A PRE-CONSTRUCTION CONFERENCE WILL BE HELD A MINIMUM OF 3 WORKING DAYS PRIOR TO START OF WORK.

ALL CONTRACTORS, SUBCONTRACTORS AND/OR UTILITY CONTRACTORS, PROVO CITY PUBLIC WORKS, AND CITY

ENGINEER SHOULD BE PRESENT.

3. PROVO CITY HAS MADE AN EFFORT TO HORIZONTALLY AND VERTICALLY LOCATE ALL KNOWN UNDERGROUND FACILITIES WITHIN THE WORK ZONE BUT DOES NOT GUARANTEE THE ACCURACY OF ALL INFORMATION SHOWN.

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.

4. CONSTRUCTION SURVEY WILL BE PROVIDED BY PROVO CITY, OR ITS REPRESENTATIVE.

5. ALL CONSTRUCTION STAKES MUST BE REQUESTED A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO PLANNED

USE. PLEASE NOTE CITY WORKING DAYS ARE MON-THURS 7:00 AM TO 6:00 PM

WATER/SEWER

1. THE WATER SYSTEM SHALL BE CONSTRUCTED TO CONFORM WITH THE STANDARDS SET FORTH IN THE "UTAH

REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS", AND THE PROVO CITY PUBLIC WORKS DEPARTMENT

STANDARD SPECIFICATIONS AND DRAWINGS.

2. CONTRACTOR SHALL NOTIFY THE ENGINEER THREE (3) WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO REQUEST PROVO CITY WATER DEPARTMENT INSPECTION OF WATER LINES AND APPURTENANCES

TWENTY-FOUR (24) HOURS IN ADVANCE OF BACKFILLING.

3. CONTRACTOR TO FIELD VERIFY ALL VALVE BOX LID ELEVATIONS TO ENSURE THEY MATCH FINAL STREET GRADE. ALL

METER LID ELEVATIONS TO MATCH AN EXTENSION OF THE SIDEWALK GRADE.

4. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT 3 SETS OF AS-BUILT PLANS TO PROVO CITY.

5. WATER VALVE LIDS ARE TO BE LABELED "WATER" FOR CULINARY VALVES.

6. HORIZONTAL AND VERTICAL SEPARATION OF CULINARY WATER AND SEWER SHALL BE IN COMPLIANCE WITH PROVO

CITY STANDARDS.

7. WATERLINES TO BE BEDDED IN SAND. A MINIMUM OF 8" COVER OVER TOPS OF PIPE IS REQUIRED TO AVOID

PENETRATION OF SUB BASE FROM ABOVE.

8. ALL CULINARY WATERLINES, REGARDLESS OF SIZE, SHALL BE DUCTILE IRON & SHALL BE POLYWRAPPED.

9. ALL FIRE HYDRANTS TO BE AS PER PROVO STANDARD PLAN P-511

10. #14 UFC TRACER WIRE REQUIRED ALONG ALL WATERLINES AS PER PROVO CITY STANDARD PLAN P-594.

11. ALL MECHANICAL JOINT (MJ) FITTINGS, VALVES, HYDRANTS, ETC. SHALL BE INSTALLED WITH MEGALUG MECHANICAL

JOINT RESTRAINTS IN ADDITION TO NORMAL THRUST BLOCKING AS PER APWA STANDARDS.

KANE

SAN JUAN

GARFIELD

WAYNE

PIUTEBEAVER

IRON

WASHINGTON

MILLARD

SEVIER

EMERY GRAND

JUAB

UTAH

CARBON

SANPETE

TOOELE

BOX ELDER

SALT

LAKE

WASATCH DUCHESNE

UINTAH

DAGGETTSUMMIT

DAVIS

MORGAN

WEBER

RICHCACHE

PROJECT LOCATION

2025 PROVO CITY

FRANKLIN STORM DRAIN PROJECT

PROVO, UTAH

PROJECT LOCATION

Sheet List Table

Sheet Number Sheet Title

01 COVER SHEET

02 DETAILS

03 DETAILS

04 DETAILS

05 DETAILS

06 KEY SHEET

07 PLAN & PROFILE 700 W

08 PLAN & PROFILE 700 W

09 PLAN & PROFILE 500 S

10 PLAN & PROFILE 500 S

11 PLAN & PROFILE 500 S

12 PLAN & PROFILE 500 S

13 PLAN & PROFILE 500 S

14 ADA RAMP DETAILS

15 700 W 500 S

INTERSECTION

AutoCAD SHX Text 1020 S

AutoCAD SHX Text 970 S

AutoCAD SHX Text

FRONTAGE RD

AutoCAD SHX Text Court

AutoCAD SHX Text Meadow

AutoCAD SHX Text Birch

AutoCAD SHX Text 1100 W.

AutoCAD SHX Text

SOFTBALL QUAD

AutoCAD SHX Text I-15

AutoCAD SHX Text 880 W

AutoCAD SHX Text

HEATHER

AutoCAD SHX Text 1020 S.

AutoCAD SHX Text 950 W.

AutoCAD SHX Text 770 S.

AutoCAD SHX Text 910 S.

AutoCAD SHX Text 1000 W.

AutoCAD SHX Text 920 S

AutoCAD SHX Text

LEBON

AutoCAD SHX Text

LN.

AutoCAD SHX Text

STUBBS

AutoCAD SHX Text

AVE.

AutoCAD SHX Text

MEADOW DR.

AutoCAD SHX Text

CIR.

AutoCAD SHX Text 800 W

AutoCAD SHX Text 600 S.

AutoCAD SHX Text 950 W.

AutoCAD SHX Text 500 S.

AutoCAD SHX Text 1100 W.

AutoCAD SHX Text 900 W

AutoCAD SHX Text 400 S.

AutoCAD SHX Text 500 S.

AutoCAD SHX Text 560 S.

AutoCAD SHX Text Elem.

AutoCAD SHX Text Franklin

AutoCAD SHX Text 300 S.

AutoCAD SHX Text 700 W

AutoCAD SHX Text 600 W

AutoCAD SHX Text 700 S

AutoCAD SHX Text

CRESTLINE

AutoCAD SHX Text

MOBILE PARK

AutoCAD SHX Text

SHADY ACRES

AutoCAD SHX Text 1020 S

AutoCAD SHX Text 400 W

AutoCAD SHX Text 500 W

AutoCAD SHX Text 300 W

AutoCAD SHX Text 400 S

AutoCAD SHX Text 500 S

AutoCAD SHX Text 600 S

AutoCAD SHX Text 300 S

AutoCAD SHX Text 550 S.

AutoCAD SHX Text 400 W

AutoCAD SHX Text 300 W

AutoCAD SHX Text 320 W

AutoCAD SHX Text 600 W.

AutoCAD SHX Text 770 W

AutoCAD SHX Text 850 S.

AutoCAD SHX Text 490 S.

AutoCAD SHX Text 730 S

AutoCAD SHX Text 690 S.

AutoCAD SHX Text 890 W.

AutoCAD SHX Text 600 S.

AutoCAD SHX Text I-15

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text

SCHOOL

AutoCAD SHX Text Q:\Public Works\StormWater\Projects\2023\Franklin S SD Improvements\Design\SD Design_N Segment-8-12-2024.dwg

S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

20+00

21+00

22+00

23+00

24+00

SDMH 02-03

SDMH 02-02

SDMH 01-02

SDMH 02-01

P 02-02

21+00 22+00 23+00 24+00

SDMH 02-01 (60 "Dia.)

N:7251477.11 E:1592606.13

RIM = 4525.28

N 15" Inv. = 4519.25 E 18" Inv. = 4519.00 S 15" Inv. = 4519.80

SDMH 01-02 (60 "Dia.)

N:7251476.69 E:1592662.67

RIM = 4525.43

E 30" Inv. = 4517.84 S 30" Inv. = 4517.84 W 18" Inv. = 4518.74 N 18" Inv. = 4518.74 SDMH 02-02 (60 "Dia.)

N:7251476.36 E:1592705.58

RIM = 4525.52

E 30" Inv. = 4517.95 W 30" Inv. = 4517.95 S 15" Inv. = 4519.75 N 15" Inv. = 4519.11

SDMH 02-03 (60 "Dia.)

N:7251473.06 E:1592891.54

RIM = 4525.74

E 30" Inv. = 4518.41 W 30" Inv. = 4518.41

P 02-01 51.55 LF 18" RCP

S= 0.45%

P 02-02 37.92 LF 30" RCP

S= 0.27%

P 02-03 180.99 LF 30" RCP

S= 0.25%

P 03-01 235.33 LF 30" RCP

S= 0.25%

R E

M A

R K

Engineering File Number:

Sheet No.

P R

8" DIP WATER

PROTECT IN PLACE

24" SEWER

CROSSING

500 SOUTH

Feet 0 30 60

PR2025001004

N K

R M

D R

S E

M B

E R

SEE D

-03 M

ATC

LIN

BID ITEMS EAST OF THIS POINT TO BE INCLUDED ON 500 SOUTH SCHEDULE B

INSTALL CURB RAMPS SEE APWA DETAIL 235.1

TRANSITION FROM STANDARD TO EXISTING ROLLED CURB AND GUTTER SEE DETAIL SHEET 05

INSTALL STANDARD CURB AND GUTTER (TYPE E) SEE APWA DETAIL 205.2SAWCUT EXISTING ASPHALT (TYP.)

AutoCAD SHX Text

CaGarcia Rectangle

CaGarcia Callout

SDMH 02-02 NOT INCLUDED

SDMH 03-01

SDMH 03-02

SS SS SS

25+00

26+00

27+00

28+00 P 03-01 P 03-02 P 04-01

25+00 26+00 27+00 28+00

SDMH 03-02 (60 "Dia.)

N:7251468.87 E:1593188.37

RIM = 4526.03

S 15" Inv. = 4519.74 N 15" Inv. = 4519.50 E 30" Inv. = 4519.24 W 30" Inv. = 4519.14

SDMH 03-01 (60 "Dia.)

N:7251467.79 E:1593131.80

RIM = 4526.11

S 18" Inv. = 4521.36 W 30" Inv. = 4519.02 N 18" Inv. = 4519.15 E 30" Inv. = 4519.01

P 04-01 406.44 LF 30" RCP

S= 0.25%

P 03-02 51.59 LF 30" RCP

S= 0.24%

P 03-01 235.33 LF 30" RCP

S= 0.25%4520

R E

M A

R K

Engineering File Number:

Sheet No.

P R

REMOVE AND DISPOSE OF EXISTING STORM DRAIN PIPE

REMOVE AND DISPOSE OF EXISTING STORM DRAIN MANHOLE

LOOP 8" DI WATERLINE

8" DIP WATERLINE

PROTECT IN PLACE

18" SEWER

500 SOUTH

T Feet

0 30 60

PR2025001004

N K

R M

D R

S E

M B

E R

D R

-0

C H

D R

-0

C H

APPROX. 2" GAS LINE CROSSING

REMOVE AND DISPOSE OF EXISTING STORM DRAIN CATCH BASIN

SAWCUT EXISTING ASPHALT (TYP.)

CONNECT EXISTING PIPE TO NEW STRUCTURE

AutoCAD SHX Text

220+00 221+00

240+00 240+90

230+00 230+85

SDMH 03-03 (60 "Dia.)

N:7251534.70 E:1593134.00

RIM = 4525.75

W 15" Inv. = 4520.49 S 18" Inv. = 4519.48 E 15" Inv. = 4521.38

SDMH 03-01 (60 "Dia.)

N:7251467.79 E:1593131.80

RIM = 4526.11

S 18" Inv. = 4521.36 W 30" Inv. = 4519.02 N 18" Inv. = 4519.15 E 30" Inv. = 4519.01

CB 03-03A

N:7251534.78 E:1593112.59

TBC = 4525.40

SUMP = 3.00

E 15" Inv. = 4520.89

SDMH 03-03 (60 "Dia.)

N:7251534.70 E:1593134.00

RIM = 4525.75

W 15" Inv. = 4520.49 S 18" Inv. = 4519.48 E 15" Inv. = 4521.38

CB 03-03B

N:7251534.58 E:1593165.51

TBC = 4524.60

SUMP = 3.00

W 15" Inv. = 4521.50

CB 03-02A

N:7251457.04 E:1593188.29

TBC = 4524.81

SUMP = 1.00

N 15" Inv. = 4519.86

SDMH 03-02 (60 "Dia.)

N:7251468.87 E:1593188.37

RIM = 4526.03

S 15" Inv. = 4519.74 N 15" Inv. = 4519.50 E 30" Inv. = 4519.24 W 30" Inv. = 4519.14

CB 03-02B

N:7251516.46 E:1593188.68

TBC = 4525.03

SUMP = 1.45

S 15" Inv. = 4519.74

P 03-03 61.96 LF 18" RCP

S= 0.49%

P 03-03A 17.45 LF 15" RCP

S= 1.87%

P 03-03B 27.51 LF 15" RCP

S= 0.40%

P 03-02A 7.85 LF 15" RCP

S= 1.00%

P 03-02B 43.60 LF 15" RCP

S= 0.50%

P 03-03

SDMH 03-01

SDMH 03-03

220+00

221+00

240+00

CB 03-02A

P 03-02A

SDMH 03-02

P 03-02B

CB 03-02B

240+00

240+90 P 03-03A

P 03-03B

-0 2B

CB 03-02B

SDMH 03-03

CB 03-03A

CB 03-03B

230+00

230+85

R E

M A

R K

Engineering File Number:

Sheet No.

P R

600 WEST

TH500 SOUTH

16" DIP WATERLINE

18" DIP WATERLINE

16" DIP WATERLINE

18" SEWER

6" SEWER

Feet 0 30 60

PR2025001004

N K

R M

D R

S E

M B

E R

APPROX. 2" GAS LINE CROSSING

EX SDMH 04-01

P 04-01

29+00

30+00

30+45

29+00 30+00 30+45

EX SDMH 04-01 (96 "Dia.)

N:7251469.65 E:1593601.29

RIM = 4526.55

W 30" Inv. = 4520.27

P 04-01 406.44 LF 30" RCP

S= 0.25%

R E

M A

R K

Engineering File Number:

Sheet No.

P R

REMOVE AND DISPOSE OF EXISTING STORM DRAIN PIPE

CONNECT NEW PIPE TO EXISTING STRUCTURE

500 SOUTH 50

Feet 0 30 60

PR2025001004

N K

R M

D R

S E

M B

E R

D R

-0

C H

APPROX. 2" GAS LINE CROSSING

AutoCAD SHX Text

Sheets and Views

SD Design_N Segment-8-12-2024-COV

SD Design_N Segment-8-12-2024-DT-01

SD Design_N Segment-8-12-2024-DT-02

SD Design_N Segment-8-12-2024-DT-03

SD Design_N Segment-8-12-2024-DT-04

SD Design_N Segment-8-12-2024-KEY

SD Design_N Segment-8-12-2024-PP-01

SD Design_N Segment-8-12-2024-PP-01.1

SD Design_N Segment-8-12-2024-PP-02

SD Design_N Segment-8-12-2024-PP-02.1

SD Design_N Segment-8-12-2024-PP-03

SD Design_N Segment-8-12-2024-PP-03.1

SD Design_N Segment-8-12-2024-PP-04

SD Design_N Segment-8-12-2024-RW-01

SD Design_N Segment-8-12-2024-RW-02

File details come from the government source that posted it. Updated Jun 8, 2026.