1-Construction Drawings.pdf
PDF 3 MB Posted
- Attached to
- 2026 Slate Canyon Storm Drain Improvements
- Solicitation number
- PR2026001014
- Issued by
- Utah County, Utah
About this file
Summary: Construction Drawings for 2026 Slate Canyon Storm Drain Improvements
This document consists of construction drawings prepared by Provo City for the 2026 Slate Canyon Storm Drain Improvements project located approximately 500 feet south of the intersection of 1400 South and Slate Canyon Drive in Provo, Utah. The project scope encompasses removal and disposal of asphalt, concrete curb, gutter, sidewalk, existing storm drain pipes and structures, followed by installation of new storm drain infrastructure including reinforced concrete pipes (RCP Class III), storm drain manholes, flared end sections, riprap aprons, concrete curb and gutter, sidewalk, water line loops, telecommunication loops, grading, and asphalt paving. The construction drawings include 11 detailed sheets covering a grading plan, multiple storm drain plan and profile views for the Slate Canyon and Substation areas, and detail sheets with cross-sections. The project involves approximately 8,600 square feet of fine grading and includes installation of 120 feet of 54-inch concrete barrier along Slate Canyon Drive. A mandatory pre-bid meeting is scheduled for Tuesday, August 11, 2026, at 1:00 PM at Provo City Public Works (1377 S 350 E, Provo, UT 84606). The bid schedule consists of Schedules A, B, and C, with Provo City reserving the right to award any individual schedule, any combination, or all schedules based on the city's best interest and fund availability.
The drawings specify that all work shall comply with Provo City Technical Specifications and Public Works Department requirements, with a pre-construction conference required a minimum of three working days prior to construction start. The contractor is responsible for locating all existing utilities before commencing work and bears full responsibility for any damages resulting from failure to locate and preserve utilities. The project requires a Storm Water Pollution Prevention Plan (SWPPP) meeting UPDES requirements and an active UPDES construction permit. Construction survey will be provided by Provo City, with construction stakes available upon three working days' notice. The contractor must submit three sets of as-built plans upon completion of work. For additional information regarding the construction contract, contact Carlos Garcia, Project Engineer, at (801) 852-6733.
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Text version
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PROJECT NO.
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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. STORM DRAIN MANHOLES
DO NOT REQUIRE A BENCHED/FLOW-THROUGH BOTTOM.
6. ALL ROADWAY TRENCH RESTORATION AND STORM DRAIN PIPE BACKFILL WORK SHALL BE COMPLETED PER THE
DETAILS AND SPECIFICATION SHOWN IN PROVO CITY STANDARD DETAIL P-255.
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
6. CERTAIN CONTROL POINTS WILL BE SET BY THE ENGINEER, OR THEIR REPRESENTATIVE, WHICH ARE CRITICAL TO THE CONSTRUCTION STAKING OF THE PROJECT. THESE POINTS WILL BE DESIGNATED AT THE TIME THEY ARE SET AND THE CONTRACTOR SO NOTIFIED. DESTRUCTION OF THESE POINTS BY THE CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE GROUNDS FOR CHARGING THE CONTRACTOR FOR REESTABLISHING SAID POINTS.
7. CONTRACTOR SHALL MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) THAT MEETS UPDES REQUIREMENTS AND AN ACTIVE UPDES CONSTRUCTION PERMIT DURING THE DURATION OF CONSTRUCTION IF
APPLICABLE.
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.
2026 PROVO CITY
SLATE CANYON
STORM DRAIN IMPROVEMENTS PROJECT
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
- INDEX OF PLAN SHEETS -
SHEET DESCRIPTION
1 COVER SHEET & NOTES
2 GRADING PLAN
3 UT1 - SLATE CANYON STORM DRAIN PLAN & PROFILE
4 UT2 - SLATE CANYON STORM DRAIN PLAN & PROFILE
5 UT3 - SUBSTATION STORM DRAIN PLAN & PROFILE
6 UT4 - SUBSTATION STORM DRAIN PLAN & PROFILE
7 UT5 - SUBSTATION STORM DRAIN PLAN & PROFILE
8 UT6 - SUBSTATION STORM DRAIN PLAN & PROFILE
9 D1 - DETAIL SHEET
10 D2 - DETAIL SHEET
11 D3 - DETAIL SHEET
PROJECT LOCATION
AutoCAD SHX Text Bicentennial
AutoCAD SHX Text Park
AutoCAD SHX Text 1380 S
AutoCAD SHX Text
LANE
AutoCAD SHX Text
NEVADA AVE.
AutoCAD SHX Text
YO
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text
SLAT
AutoCAD SHX Text
STATION
AutoCAD SHX Text
SUB-
AutoCAD SHX Text
TANNER
AutoCAD SHX Text
BUCKLEY
AutoCAD SHX Text
CO.
AutoCAD SHX Text
JAIL
AutoCAD SHX Text E
AutoCAD SHX Text
IV
AutoCAD SHX Text
DR
AutoCAD SHX Text N
AutoCAD SHX Text
OREGON
AutoCAD SHX Text
CALIFORNIA
AutoCAD SHX Text
CIR.
AutoCAD SHX Text 1280 S
AutoCAD SHX Text
AVE.
AutoCAD SHX Text
ALPINE WAY
AutoCAD SHX Text 1500 E
AutoCAD SHX Text 1510 E
AutoCAD SHX Text 1540 E
AutoCAD SHX Text 1400 S
AutoCAD SHX Text 1650 E
AutoCAD SHX Text 1710 E
AutoCAD SHX Text
SOUTH STATE STREET
CaGarcia Image
CROSS SECTION NO. 1
(SEE DETAIL SHEET D1)
CROSS SECTION NO. 2
(SEE DETAIL SHEET D1)
CROSS SECTION NO. 3
(SEE DETAIL SHEET D2)
CROSS SECTION NO. 4
(SEE DETAIL SHEET D2)
SL
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PROTECT AND PRESERVE EXISTING SIDEWALK (TYP.)
TOP OF WALL: 4642.47
BOTTOM OF WALL: 4637.97
TOP OF WALL: 4645.00
TOE OF WALL: 4640.50
TOP OF WALL: 4647.25
TOE OF WALL: 4642.75
TOP OF WALL: 4648.45
BOTTOM OF WALL: 4643.95
INSTALL 120' OF 54" CONCRETE BARRIER
SEE UDOT DETAIL BA 3M1
SEE DETAIL SHEET D3 FOR CONCRETE BARRIER PROFILE
4635.00
4640.00
4645.00
4650.00
4635.00
FINE GRADE APPROXIMATELY 8,600 SQUARE FEET
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SCALE: 1" = 20' (11"x 17" SHEET SIZE)
100 2010
149.8' OF 48" RCP @ 4.18%
99.2' OF 48" CONCRETE PIPE @ 7.38%
2.0' MIN. CLEARANCE
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PROTECT AND PRESERVE EXISTING 60" CENTRAL UTAH WATER PIPE
STA:1+18.16
ELEV:4620.09
LOOP EXISTING CUWCD 2" FIBER OPTIC LINE BELOW PROPOSED STORM DRAIN PIPE
STA:1+13.50
ELEV:4625.54
COORDINATE WITH ENBRIDGE TO LOOP EXISTING 4" GAS LINE
STA:1+04.11
ELEV:4624.36
LOOP EXISTING 12" WATER LINE
STA:1+47.91
ELEV:4625.97
COORDINATE WITH LUMEN AND LOOP EXISTING 4" AND 2" FIBER OPTIC LINES ABOVE PROPOSED STORM DRAIN PIPE
STA:1+50.32
ELEV:4628.68
48" FLARED END SECTION
STA:0+00.00
OFFSET: 0+00.00
48" INV IN:4618.43 (SW)
INV OUT: 4618.43 (SE)
EXISTING SURFACE
FO
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W in
W
2in
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G 4 in
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G in
G in
FO
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SD 8in
STORM DRAIN
STORM DRAIN
72" Ø SDMH NO. 1
STATION: 1+57.96
OFFSET: 0.000
48" FLARED END SECTION NO. 1
STATION: 0+00.00
OFFSET: 0.00
PROTECT AND PRESERVE EXISTING ANODE BEDS
INSTALL RIPRAP APRON (D50 = 36 INCHES, DEPTH = 6 FEET)
20.0'
32.0'
0+00
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SCALE: 1" = 20' (11"x 17" SHEET SIZE)
MATCHLINE SHEET UT2
MATCHLINE STATION 1+83.40
100 2010
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48" FLARED END SECTION NO. 2
STA:2+65.29
OFFSET: 0+00.00
INV IN ELEV:4632.00 (N)
48" INV OUT: 4632.00 (S)
PROPOSED SURFACE
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W 12in
W 12in
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G 4in
G 4in
G 4in
G 4in
FO
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STO
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72" Ø SDMH NO. 1
STATION: 1+57.96
OFFSET: 0.000
48" FLARED END SECTION NO. 2
STATION: 2+65.29
OFFSET: 0.00
20.0'
32.0'
INSTALL RIPRAP APRON (D50 = 36 INCHES, DEPTH = 6 FEET)
2+65
1+00
2+
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100 2010
" Ø
E X.
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162.6' OF 30" CONCRETE PIPE @ 0.50%
148.3' OF 30" CONCRETE PIPE @ 6.70%
SD SD SD SD SD SD SD SD SD SD SD SD SD
0+
1+
2+
STORM DRAIN
STORM DRAIN
EX. SDMH NO. 1
STA:0+00.00 OFF:0.00
EX. SDMH NO. 2
STA:1+62.64 OFF:0.00
162.6' OF 30" CONCRETE PIPE @ 0.50%
148.3' OF 30" CONCRETE PIPE @ 6.70%
148.3' OF 30" CONCRETE PIPE @ 6.70%
REMOVE EXISTING STORM DRAIN PIPE
CONNECT NEW PIPE TO EXISTING STORM DRAIN STRUCTURE
CONNECT NEW PIPE TO EXISTING STORM DRAIN STRUCTURE
PLUG AND CAP EXISTING STORM DRAIN PIPE
CONNECT NEW PIPE TO EXISTING STORM DRAIN STRUCTURE
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148.3' OF 30" CONCRETE PIPE @ 6.70%
399.0' OF 30" CONCRETE PIPE @ 1.32%
" Ø
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138.11' OF 30" CONCRETE PIPE @ 6.70%
" Ø
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P
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SD SD SD SD SD SD SD SD SD SD
3+
4+
5+
STORM DRAIN
148.3' OF 30" CONCRETE PIPE @ 6.70%
399.0' OF 30" CONCRETE PIPE @ 1.32%
SDMH NO. 2
STA:4+49.06 OFF:0.00R
REMOVE AND DISPOSE OF EXISTING STRUCTURE
PLUG AND CAP EXISTING STORM DRAIN PIPE
PROTECT AND PRESERVE EXISTING FENCE (TYP.)
PROTECT AND PRESERVE EXISTING POWER POLE
PROTECT AND PRESERVE EXISTING FENCE (TYP.)
STORM DRAIN
138.1' OF 30" CONCRETE PIPE @ 6.70%
SDMH NO. 1
STA:3+10.95 OFF:0.00L
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SCALE: 1" = 20' (11"x 17" SHEET SIZE)
5+00
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PROPOSED SURFACE
EXISTING SURFACE
6+
7+
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399.0' OF 30" CONCRETE PIPE @ 1.32%399.0' OF 30" CONCRETE PIPE @ 1.32%
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PROPOSED SURFACE
SD
SD
SD
SD
8+
8+
STORM DRAIN399.0' OF 30" CONCRETE PIPE @ 1.32%
SDMH NO. 3
STA:8+48.07 OFF:0.00
CONNECT EXISTING PIPE TO NEW STRUCTURE
REMOVE AND DISPOSE OF EXISTING STRUCTURE
PROTECT AND PRESERVE EXISTING POWER POLE
PROTECT AND PRESERVE EXISTING FENCE (TYP.)
R E
V
IS
IO
N
S
PROJECT NO.
SHEET NO.
N O
D
A
TE
D E
S C
R
IP
TI
O
N
S U
B S
TA
TI
O N
P
LA
N
P R
O
FI
LE
_D
PR2026001014
S
LA
TE
C
A N
Y O
N S
TO
R
M D
R A
IN
IM
P R
O V
E M
E N
TS
8+00
M
AT
C H
LI
N
E
SH
EE
T
U T5
M
AT
C H
LI
N
E
ST
AT
IO
N
+9 0.
SCALE: 1" = 20' (11"x 17" SHEET SIZE)
100 2010 M
AT
C
H
LI
N E
SH
EE
T U
T5
M
AT
C H
LI
N
E
ST
AT
IO
N
+9 0.
EXISTING TBC: 4638.31
PROPOSED 54 INCH CONCRETE BARRIER
4.5'
2.75'
2:1 SLOPE MAX. 48 INCH FLARED END SECTION: 4632.00
(SUBMITTAL REQUIRED)
2:1 SLOPE MAX.
SEE UDOT STD. DWG. NO. BA 3M1 FOR FOOTING DETAIL
MATCH EXISTING: 4651.46
EXISTING TBC:4639.29
PROPOSED 54 INCH CONCRETE BARRIER
4.5'
2.75'
SEE UDOT STD. DWG. NO. BA 3M1 FOR FOOTING DETAIL
2:1 SLOPE MAX.
2:1 SLOPE MAX.
MATCH EXISTING:4650.63
R E
V
IS
IO
N
S
PROJECT NO.
SHEET NO.
N O
D
A
TE
D E
S C
R
IP
TI
O
N S
LA
TE
C A
N Y
O N
S
TO
R M
D R
A
IN
IM
P
R O
V E
M E
N
TS
CROSS SECTION NO. 1
CROSS SECTION NO. 2
PR2026001014
C R
O S
S S
E C
TI
O
N S
PROPOSED 54 INCH CONCRETE BARRIER
4.5'
2.75'
EXISTING TBC:4640.19
SEE UDOT STD. DWG. NO. BA 3M1 FOR FOOTING DETAIL
2:1 SLOPE MAX.
2:1 SLOPE MAX.
DRAINAGE CHANNEL:4637.25
MATCH EXISTING:4654.00
PROPOSED 54 INCH CONCRETE BARRIER
SEE UDOT STD. DWG. NO. BA 3M1 FOR FOOTING DETAIL
2:1 SLOPE MAX.
EXISTING TBC:4641.04
2:1 SLOPE MAX.
DRAINAGE CHANNEL:4639.70
MATCH EXISTING:4655.85
4.5'
2.75'
R E
V
IS
IO
N
S
PROJECT NO.
SHEET NO.
N O
D
A
TE
D E
S C
R
IP
TI
O
N S
LA
TE
C A
N Y
O N
S
TO
R M
D R
A
IN
IM
P
R O
V E
M E
N
TS
CROSS SECTION NO. 3
CROSS SECTION NO. 4
PR2026001014
C R
O S
S S
E C
TI
O
N S
TOP OF CONCRETE BARRIER:4642.47
TOP OF CONCRETE BARRIER:4648.45
BOTTOM OF CONCRETE BARRIER:4637.97
BOTTOM OF CONCRETE BARRIER:4643.95
4.5'
2.75'
BOTTOM OF FOOTING:4635.18
BOTTOM OF FOOTING:4641.18
S ≈ 5.2%
R E
V
IS
IO
N
S
PROJECT NO.
SHEET NO.
N O
D
A
TE
D E
S C
R
IP
TI
O
N S
LA
TE
C A
N Y
O N
S
TO
R M
D R
A
IN
IM
P
R O
V E
M E
N
TS
PR2026001014
C O
N C
R E
TE
B
A R
R
IE
R P
R O
FI
LE
| Sheets and Views |
| Base Map_5_14_26-Title & Index |
| Base Map_5_14_26-G1 |
| Base Map_5_14_26-UT1 |
| Base Map_5_14_26-UT2 |
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| Base Map_5_14_26-D1 |
| Base Map_5_14_26-D2 |
| Base Map_5_14_26-D3 |
File details come from the government source that posted it. Updated .