5-Attachment D Plans.pdf
PDF 12 MB Posted
- Attached to
- UDOT Circleville Drainage Project
- Solicitation number
- UDOT260080CN
- Issued by
- Utah
About this file
These are engineering design detail sheets from the Utah Department of Transportation (UDOT) for a drainage improvement project located in Circleville along US-89, with the project number S-0089(642)158 and PIN 22934. The project involves removing an existing 66-foot pipe culvert, installing a 56-foot trench drain with an 8-inch outlet pipe, creating concrete curb and gutter transitions, and constructing a 5-foot diameter storm drain manhole. The design details include specific technical specifications for the trench drain installation, such as using Zurn Z882 series with 8-inch end cap inlets, load-rated ductile iron grating, and a bolt-down H-20 and FAA grating.
The design sheets provide comprehensive cross-sectional views and technical specifications for the drainage infrastructure, including pavement patching, geotextile separation layers, granular borrow material, untreated base course, and hot mix asphalt (HMA) layers. The project area includes existing utilities such as a 2-inch Enbridge gas line, overhead Rocky Mountain Power lines, and a buried South Central fiber optic line. The technical drawings detail the drainage system's configuration, including 45-degree and 22.5-degree pipe bends, a concrete waterway, and a free-draining rock sump at the base of the storm drain manhole, with precise measurements and installation requirements for each component.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-Attachment B Scope of Work.docx | DOCX document | |
| 2-7. Submittal Form- Vendor Set Up Form 2024-06-27 .pdf | ||
| 4-Attachment C Bid schedule.xlsx | XLSX spreadsheet | |
| 1-2. Attachment A- Standard Terms and Conditions- with check fields- 09-16-2024 2.docx | DOCX document |
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Text version
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REMOVE EXISTING PIPE CULVERT (66')
CURB AND GUTTER (8')
REMOVE EXISTING
GUTTER TRANSITION
CONCRETE CURB AND
CENTER TRENCH DRAIN IN EXISTING FLOW LINE.
LOAD-RATED DUCTILE IRON GRATING (Z882-DGE).
8" BOTTOM OUTLET. INSTALL BOLT-DOWN H-20 AND FAA
USE ZURN Z882 SERIES WITH 8" END CAP INLETS AND 2
ON TRENCH DRAIN END CAP.
TRANSITION CURB AND GUTTER TO ACCOMODATE 8 IN PIPE 1
NOTES:
8" PIPE
US-89 (IN CIRCLEVILLE)
C E
N T
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S T
GUTTER TRANSITION
CONCRETE CURB AND
6' CONCRETE WATERWAY REQ'D
PATCHING, TYP
ASPHALT PAVEMENT
TRENCH NO. 8204TRENCH NO. 8204
TRENCH NO. 8205 TRENCH NO. 8205
TRENCH NO. 8206TRENCH NO. 8206
TRENCH NO. 8206N
SEE DT-02 FOR CROSS SECTION
5' DIA STORM DRAIN MANHOLE
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Gas Line
Existing 2" Enbridge
CURB AND GUTTER (3')
REMOVE EXISTING
US-89 (IN CIRCLEVILLE)
0 6
TRENCH DRAIN (56') 2
8" OUTLET PIPE
8888888
TRENCH DRAIN SECTION VIEW
Overhead Power Line
Existing Rocky Mtn Power
Buried Fiber Optic Line
Existing South Central
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NATIVE GROUND
SECTION A-A
DRAIN, AND MANHOLE SECTION
CONCRETRE WATERWAY, TRENCH
45° BEND
22.5° BEND
8" PIPE
DRAIN OUTLET
8" TRENCH
6'-0" (CONCRETE WATERWAY)
2'-6" 1'-0" 2'-6"
11 1/4 "
10 1/4 "
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" 12" CONCRETE COLLAR
ROCK (SUMP)
FREE DRAINING
Pavement
Existing US-89 Pavement
Center St
Existing
DRAIN
TRENCH
SEPARATION GEOTEXTILE
12" GRANULAR BORROW
6" UNTREATED BASE COURSE
7" HMA (1/2 INCH)
PAVEMENT PATCHING, TYP.
BLOCKS, TYP.
SECTION ON CONCRETE
SET BOTTOM MANHOLE
5' DIA STORM DRAIN MANHOLE
GEOTEXTILE
SEPARATION
| DT-01 |
| DT-02 |
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