2-Provo Temple Storm Drain Construction Drawings.pdf
PDF 2 MB Posted
- Attached to
- Provo City Storm Drain Materials
- Solicitation number
- PR2026001029
- Issued by
- Utah
About this file
This construction drawing document, prepared for Provo City, provides detailed plans and profiles for the Provo Temple Storm Drain project, encompassing two separate work areas along Temple Drive and 1060 East. The project involves the installation of reinforced concrete pipe (RCP) in multiple sizes, storm drain manholes (SDMH), and catch basins across two sheets with a scale of 1" = 60' and 1" = 20' respectively. Sheet 1 (Temple Drive) details approximately 771.8 feet of 24-inch concrete pipe installed at various slopes (6.67% to 7.00%), four 60-inch diameter storm drain manholes numbered 1 through 4, and four double catch basins with specific invert and rim elevations. Sheet 2 (1060 East) specifies approximately 275.5 feet of 15-inch concrete pipe at 0.33% slope, six 60-inch diameter storm drain manholes numbered 5 and 6 (with three existing sumps), and connections to existing infrastructure including an 8-inch sanitary sewer line, 6-inch waterline, and gas lateral that require field verification by the contractor.
The drawings indicate precise station locations, invert and rim elevations for all structures, and slope requirements for gravity-fed drainage systems. Installation specifications include double catch basin details per Provo City Detail P-315C, minimum slope requirements for 18-inch and 15-inch RCP installations, and notation that contractors must field-verify the locations and elevations of existing underground utilities. The two-sheet drawing set provides comprehensive design information for materials procurement and construction staging, with all elevation data referenced to a consistent datum and organized by station markers along the project corridors. No pricing, contract terms, award dates, or response deadlines are specified in this technical drawing document.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Franklin Storm Drain Construction Drawings.pdf | ||
| 3-Contract Documents.pdf |
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Text version
M H
SS 8in
W 6in
MHSS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in SS 8in
W 6in W 6in W 6in
W 6in W 6in W 6in W 6in W 6in W 6in W 6in W 6in
G 3in
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STORM DRAIN
STORM DRAIN
STORM DRAIN
STORM DRAIN
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360.00' OF 24" CONCRETE PIPE @ 7.00% 360.00' OF 24" CONCRETE PIPE @ 7.00%
51.8' OF 24" CONCRETE PIPE @ 6.67%
60" Ø SDMH NO. 2
STA:0+51.81 OFF:0.00
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SS 8in SS 8in
W
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W 12in W 12in
INSTALL DOUBLE CATCH BASIN
RIM: 4886.49
18" INV OUT: 4882.49
SUMP: 4879.49
SEE PROVO CITY DETAIL P-315C
INSTALL DOUBLE CATCH BASIN
RIM: 4886.18
18" INV OUT: 4882.62
SUMP:4879.62
SEE PROVO CITY DETAIL P-315C
INSTALL DOUBLE CATCH BASIN
RIM: 4938.71
18" INV OUT: 4930.97
SUMP: 4927.97
SEE PROVO CITY DETAIL P-315C
INSTALL DOUBLE CATCH BASIN
RIM: 4938.75
18" INV OUT: 4931.17
SUMP: 4928.17
SEE PROVO CITY DETAIL P-315C
INSTALL 40' OF 18" RCP @ MIN. 1.00%
INSTALL 26' OF 18" RCP @ MIN. 1.00%
INSTALL 35' OF 18" RCP @ MIN. 1.00%
INSTALL 15' OF 18" RCP @ MIN. 1.00%
STORM DRAIN
60" Ø SDMH NO. 1
STA:2+75.48 OFF:0.00
60" Ø SDMH NO. 3
STA:4+11.81 OFF:0.00L
60" Ø SDMH NO. 4
STA:7+71.81 OFF:0.00
360.00' OF 24" CONCRETE PIPE @ 7.00%
360.00' OF 24" CONCRETE PIPE @ 7.00%
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51.8' OF 24" CONCRETE PIPE @ 6.67%
SCALE: 1" = 60' (11"x 17" SHEET SIZE)
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300 6030
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1060 EAST
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CORE AND CONNECT NEW PIPE
TO EXISTING STRUCTURE
CORE AND CONNECT NEW PIPE
TO EXISTING STRUCTURE
EXISTING 60" Ø SUMP NO. 3
STA:1+39.19 OFF:0.00
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99.0' OF 15" CONCRETE PIPE @ 0.33% ST
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INSTALL 8' OF 15" RCP @ MIN. 0.5%
CORE AND CONNECT NEW PIPE
TO EXISTING STRUCTURE
EXISTING 60" Ø SUMP NO. 1
RIM: 4882.45
SUMP: 4876.55
12" FL IN: 4879.81 (W)
12" FL OUT: 4879.81 (E)
INSTALL 8' OF 15" RCP @ MIN. 0.5%
EXISTING 60" Ø SUMP NO. 2
RIM: 4882.28
SUMP: 4876.08
12" FL IN: 4879.98 (W)
12" FL OUT: 4879.98 (E)
STORM DRAIN
40.2' OF 15" CONCRETE PIPE @ 0.33% 136.3' OF 15" CONCRETE PIPE @ 0.33%
CORE AND CONNECT NEW PIPE
TO EXISTING STRUCTURE
60" Ø SDMH NO. 1
STA:2+75.48 OFF:0.00
STORM DRAIN
EXISTING 8" SANITARY SEWER LINE
STA:2+37.23
ELEV:4873.80
CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION
LOOP EXISTING 6" WATERLINE
STA:2+44.66
ELEV:4877.52
FIELD VERIFY LOCATION AND ELEVATION
EXISTING GAS LATERAL
STA:1+29.01
ELEV:4881.42
FIELD VERIFY LOCATION AND ELEVATION
99.0' OF 15" CONCRETE PIPE @ 0.33% 40.2' OF 15" CONCRETE PIPE @ 0.33% 136.3' OF 15" CONCRETE PIPE @ 0.33%
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SCALE: 1" = 20' (11"x 17" SHEET SIZE)
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100 2010
0+00 1+00 2+00
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