3-Trailside Sidewalk 100% Plans.pdf
PDF 12 MB Posted
- Attached to
- Trailside Sidewalk Project State and local contract opportunity
- Solicitation number
- SCPW-06-26
- Issued by
- Utah
About this file
This document is a 100% design plan set for the Trailside Sidewalk Project prepared by Summit County, Utah Department of Public Works Engineering Division. The project involves constructing a new ADA-compliant concrete sidewalk along Trailside Drive in the Snyderville Basin area, including excavation, aggregate base installation, curb and gutter modifications, driveway tie-ins, pedestrian ramps, drainage improvements, signing and striping, and all associated restoration work. The design plans encompass multiple sheets detailing location plans, construction details, typical sections, and traffic control measures. Key construction elements include installation of approximately 180 to 150 linear feet of 12-15 inch high-density polyethylene storm drain pipe, catch basin installations, colored quarry red concrete sidewalk with stamped patterns matching existing conditions, concrete curb and gutter work (Type M1 and M1-DWY), ADA-compliant ramps per APWA standards 236.2 and 236.3, pedestrian crosswalks with white striping, and driveway apron replacements. The project also requires relocation of driver feedback signs and flashing beacon signs into park strips and tie-in work for concrete waterways as directed by the engineer.
The typical construction sections specify 4-inch colored concrete sidewalks with 6-inch untreated base course, 5-foot sidewalk widths with 2-percent slope, 2.5-foot park strips, and driveway sections with 4-inch concrete or 6-inch gravel base depending on location. All concrete work must be Class AA (AE) specification with contraction joints not exceeding 12 feet between joints, and metal detectable warning surfaces are required in Summit County. Traffic control during construction must comply with the Manual on Uniform Traffic Control Devices (MUTCD), with provisions for hazard mitigation within 30 feet of the traveled way, including channelizing devices, warning signs, and temporary barriers as needed based on posted speed limits and hazard types. The design documents were prepared by JH (drawn by) and reviewed by BB with project number PW-06-26, dated 7/2/26, and include coordination with Trailside Elementary School and the Snyderville Basin Special Recreation District.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| 1-PW-06-26 Trailside Sidewalk Specs.pdf | ||
| 2-MEMO Adendum 1.pdf |
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DESIGNED BY:
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PINE CREEK 1
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PINE CREEK 2
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PACKSADDLE CR
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PAR COURT
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WEDGE CIR
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UPPER LANDO LN
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NIBLICK DR
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OAKRIDGE RD SOUTH
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TRELAWNEY LN
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SANDTRAP COURT
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OAKRIDGE RD SOUTH
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SAGEBRUSH PL
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SACKETT DR
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LARIAT RD
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BROKEN HILL DR
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OAKRIDGE RD SOUTH
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SILVER CREEK RD
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LARIAT CIR
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CHEYENNE WAY
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JEREMY CIR
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LARIAT RD
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LINGER LN
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REDDEN RD
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FLINT WAY
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DAYBREAKER DR
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CHANCEY DR
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HOMESTEAD RD
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REDDEN RD
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SACKETT DR
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LOWER LANDO LN
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SADDLEBACK RD
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CHEYENNE WAY
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JEREMY RANCH RD
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SILVER CREEK RD
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CREEK RD
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SACKETT DR
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HOMESTEAD RD
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SADDLEBACK RD
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WRANGLER WAY
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SILVER SPUR RD
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SILVER
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HIGHFIELD RD
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HIGHFIELD RD
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COTTONWOOD TRAIL
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HIDDEN COVE RD
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WESTWOOD RD
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SUNRISE DR
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JEREMY RANCH RD
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RASMUSSEN RD
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REDDEN RD
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WESTWOOD RD
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RASMUSSEN RD
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PACE RD
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SILVER CREEK RD
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MEADOWVIEW RD
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BROOKWOOD DR
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WESTWOOD RD
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I-80 EASTBOUND EXIT
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I-80 UNDERPASS
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I-80 WESTBOUND EXIT
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REDDEN RD
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COTTONWOOD TRAIL
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SILVER CREEK RD
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GAMBEL DR
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I-80 EASTBOUND EXIT
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I-80 WESTBOUND EXIT
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MEADOWVIEW CRT
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POINTE RD
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REDDEN RD
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PINEBROOK BLVD
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WESTWOOD RD
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KILBY RD
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CRESCENT DR NORTH
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MAPLE DR
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MEADOWVIEW DR
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KILBY RD
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HIGHFIELD RD
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SILVER CREEK RD
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PINEBROOK RD
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CRESCENT DR NORTH
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PINEBROOK BLVD
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LONG RIFLE RD
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PARLEY'S RD
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MEADOWVIEW DR
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CRESENT DR SOUTH
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BOOTHILL DR
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GAMBEL DR
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REDDEN RD
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WASATCH WY
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SUMMER HILL DR
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JUNIPER DR
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MUSTANG LOOP
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SPRINGSHIRE DR
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FAWN DR
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ELK RUN DR
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WAGON WHEEL WAY
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SUNRIDGE DR
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STAGECOACH DR
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PINEBROOK RD
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WASATCH WY
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LONG RIFLE RD
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WASATCH WY
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PINEBROOK BLVD
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JULIE'S DR
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BOOT HILL DR
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BLACKSMITH RD
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CRT
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KILBY RD
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SUSAN'S CIR
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LONG RIFLE RD
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WHEEL CIR
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COTTAGE LOOP RD
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PINEBROOK BLVD
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CROSSING
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SILVER CREEK RD
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WASATCH WY
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BUCKBOARD DR
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ECKERHILL DR
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VISTA CR
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SUSAN'S CIR
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WHILEAWAY RD
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WASATCH LN
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SHEPHERD WY
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WASATCH LN
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ECHO LN
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PINEBROOK RD
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STAGECOACH DR
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BUCKBOARD DR
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WHILEAWAY RD
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TALL OAKS CIR
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PARKWAY DR
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ECHO LN
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DIVISION ST
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ECHO LN
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TALL OAKS DR
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BIG SPRUCE WAY
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BUCKBOARD DR
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VALLEY DR
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PARKWAY DR
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BIG SPRUCE WAY
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BUCKBOARD DR
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PACE PL
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SEWER PLANT RD
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PINEBROOK RD
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DIVISION ST
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DIVISION ST
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PINEBROOK RD
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TALL OAKS DR
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KILBY RD
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BIG SPRUCE WAY
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CANYON DR
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CANYON DR
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PINECREST
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BUFFLEHEAD DR
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RASMUSSEN RD
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PHEASANT WY
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TEAL DR
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PINTAIL CIR
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RASMUSSEN RD
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KIMBALLS JCT WESTOUND
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MALLARD CIR
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POWDERWOOD RD
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PHEASANT WY
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MOURNING DOVE WY
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BITNER RD
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BRIDGE PRKWY
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STATION LOOP RD
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OLD STONE HOUSE WY
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LINCOLN LN
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NORTH PACE LN
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UTE BLVD
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KILBY RD
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UTE BLVD
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HIGHLAND DR
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STATION LOOP RD
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BITNER RD
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NORTH PACE LN
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PROMONTORY RANCH ROAD
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BITNER RD
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HIGHLAND DR
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BITNER RD
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NORTH BUSINESS PARK LOOP RD
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STARVIEW DR
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COUNTRYSIDE CIR
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SR 224
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HIGHLAND DR
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JUSTICE CENTER RD
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SNOWVIEW DR
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STARVIEW DR
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VIEW DR
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PARK RIDGE DR
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RIDGE CREST DR
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MOUNTAINVIEW DR
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NORTH PACE LN
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SILVER SAGE DR
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OVERPASS
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OVERPASS
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KINGSFORD AVE
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WILLIAMSTOWN CT
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SPORTS PARK RD
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TRAILSIDE DR
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YORKTON LN
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RICHMOND DR
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SILVER SUMMIT PARKWAY
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AutoCAD SHX Text Aidan Court
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BROWNING CT
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CUTTER LN
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WINCHESTER CT
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SR 224
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REMINGTON LN
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RED FOX CT
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CUTTER LN
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SANDHILL CT
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CREEK STONE CT
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RANCH PL
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WILLOW LN
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CUTTER LN
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ABILENE WAY
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MARTINGALE LN
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FLETCHER CT
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CREEK SIDE LN
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5200 NORTH
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HEATHER LN
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CHARLAIS LN
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COVE CANYON DR
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BEAR RIDGE RD
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SILVER SPRINGS RD
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SAGEBRUSH RD
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ANGUS CT
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SPLIT RAIL LN
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ABILENE WAY
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HAYSTACK CT
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HEATHER LN
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EAST MEADOWS DR
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NORTH SHORE CT
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COVE CANYON DR
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COVE HOLLOW LN
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EAST MEADOWS DR
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WILLOW LOOP
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SR 224
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COVE CANYON DR
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SILVER SPRINGS RD
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LAKE FRONT CT
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WEST SILVER SPRINGS RD
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PARK PL
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LITTLE LAKE DR
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MEADOWS CONNECTION
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NORTH MEADOW LOOP RD
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BEAR VIEW DR
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EAST MEADOWS DR
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SILVER SPRINGS RD
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MEADOW LOOP RD
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HEUGA CT
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?RD
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SIVER MEADOWS DR
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BEAR HOLLOW DR
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SOUTH SHORE DR
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WEST SILVER SPRINGS RD
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PTARMIGAN CT
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MAHRE DR
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PTARMIGAN LOOP
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WEST MEADOW
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MEADOW LOOP RD
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?RD
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MAHRE DR
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400 WEST
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OLD RANCH RD
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KIDD CR
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SILVER SPRINGS RD
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SR 224
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US-40 EAST
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KIMBALLS JCT EASTBOUND
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SR 224
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KIMBALLS JCT EASTBOUND
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KIMBALLS JCT WESTOUND
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NORTH PACE LN
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NORTH PACE LN
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US40 I-80 WESTBOUND
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SILVER CREEK WESTBOUND
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US-40 WEST
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US-40 EAST
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PINE CREEK 2
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BROOKHOLLOW LOOP
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I-80 TO US 40 SOUTHBOUND
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SILVER SPRINGS RD
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TRAILSIDE LOOP
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FAIRVIEW DR
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WAGON
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SPUR CIR
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KATIE'S
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COTTAGE
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JEREMY RANCH
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CLUB HOUSE
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SILVER GATE ROAD
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BEAR HOLLOW DR
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LOCATION PLAN NO SCALE
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TO SALT LAKE
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TO COALVILLE
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TRAILSIDE
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SIDEWALK
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SHEET DESCRIPTION
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PW-06-26
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AutoCAD SHX Text S:\5 - Projects\Projects - Public Works\1 - Current Projects\J7 - Trailside Sidewalk\02_Design\01_CAD\Drawings\location_plan.dwg
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TO HEBER
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TO SALT LAKE
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180 LF 12" HP PIPE
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SHEET DESCRIPTION
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PL-1
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AutoCAD SHX Text C:\Users\jaharris\Desktop\Trailside Sidewalk C-Road.dwg
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INSTALL DRIVEWAYS PER TYPICAL SECTION #2
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RELOCATE DRIVER FEEDBACK SIGN INTO PARKSTRIP
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INSTALL SIDEWALK PER TYPICAL SECTION #1
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INSTALL 180 LF 12" HP SD PIPE
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INSTALL CB1 SEE DETAIL D1
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INSTALL 60 LF 12" HP SD PIPE
AutoCAD SHX Text 4' × 4' PRECAST CONCRETE STORM 4' PRECAST CONCRETE STORM DRAIN JUNCTION BOX. CONSTRUCT IN ACCORDANCE WITH UDOT STANDARD SPECIFICATIONS FOR CONCRETE DRAINAGE STRUCTURES.
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AutoCAD SHX Text C:\Users\jaharris\Desktop\Trailside Sidewalk C-Road.dwg
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INSTALL DRIVEWAYS PER TYPICAL SECTION #2
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INSTALL DRIVEWAYS PER TYPICAL SECTION #2
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INSTALL 150 LF 12" HP SD PIPE
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SHEET DESCRIPTION
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AutoCAD SHX Text C:\Users\jaharris\Desktop\Trailside Sidewalk C-Road.dwg
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INSTALL ADA RAMP PER APWA 236.2 MID-BLOCK CURB CUT ASSEMBLY
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INSTALL DRIVEWAYS PER TYPICAL SECTION #2
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INSTALL DRIVEWAYS PER TYPICAL SECTION #2
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INSTALL CROSSWALK PER DETAIL NO. D9
INSTALL ADA RAMP PER APWA 236.2 MID-BLOCK CURB CUT ASSEMBLY
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INSTALL ADA RAMP PER APWA 236.3 MID-BLOCK CURB CUT ASSEMBLY
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INSTALL ADA RAMP PER APWA 236.2 MID-BLOCK CURB CUT ASSEMBLY
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INSTALL CROSSWALK PER DETAIL NO. D9
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INSTALL DRIVEWAYS PER TYPICAL SECTION #2
RELOCATE FLASHING BEACON SIGN INTO PARKSTRIP
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INSTALL DRIVEWAYS PER UDOT GW.3A TYPICAL SECTION #3
4'
1'
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INSTALL DRIVEWAYS PER UDOT GW.3A TYPICAL SECTION #3
TIE-IN CONCRETE WATERWAY AS DIRECTED BY ENGINEER
R/W
R/W
R/W R/W
5855 5785
TRAILSIDE DR
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TRAILSIDE DR
SNYDERVILLE BASIN SPECIAL
RECREATION DISTRICT
NOT TO SCALE
TRAILSIDE ELEMENTARY SCHOOL
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SHEET DESCRIPTION
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REMOVE AND REPLACE ADA RAMP AND LANDING
DRIVE APRON
VARIES 0-3'
SIDEWALK
5'
DRIVEWAY TIE-IN
VARIES
6" UTBC
EXISTING
ROADWAY
ROAD CUT
2'
PAVE
WIDTH
C&G 2.5'
8" UTBC
6" HMA
MATCH EXISTING DRIVEWAY
DEPTH, 4" THICK MINIMUM
CONCRETE AND 3" THICK
ASPHALT / 6" THICK MINIMUM
GRAVEL DRIVEWAY TIE-IN
(AS APPLICABLE)
6" SIDEWALK
CLASS AA (AE)
6" UTBC
DESIGNED BY:
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TYPICAL SECTION NO. 1 SIDEWALK NO SCALE
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VARIES 0-3'
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4" COLORED CONCRETE CLASS AA (AE) PARK STRIP DYE CONCRETE QUARRY RED IN COLOR
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CONCRETE CURB & GUTTER TYPE M1, REQ'D.
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6" UTBC
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SAWCUT
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6% MAX
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4H:1V MAX TIE-IN SLOPE 4" TOPSOIL
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4" CONCRETE SIDEWALK CLASS AA (AE)
AutoCAD SHX Text 6'
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ALIGNMENT AT LIP OF GUTTER
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TYPE M1-DWY
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CURB & GUTTER AREA = 1.783 SQ. FT
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TYPICAL SECTION NO. 2 DRIVEWAYS NO SCALE
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5% MAX
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10% MAX
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CONCRETE CURB & GUTTER TYPE M1-DWY, REQ'D.
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6% MAX
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TYPE M1
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CURB & GUTTER AREA = 1.783 SQ. FT
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DETAIL NO. D1 TYPE M1 CURB
DETAIL NO. D2 TYPE M1-DWY CURB
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NOTE: METAL DETECTABLE
WARNING SURFACE
REQUIRED IN SUMMIT
COUNTY
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DETAIL NO. D3 TYPE APWA PLAN 236.2
DETAIL NO. D4 TYPE APWA PLAN 236.3
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DETAIL NO. D6 UDOT STD. DWG. NO. SL 3
DETAIL NO. D5 UDOT STD. DWG. NO. SL 17
PROJECT NUMBER:
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CURB & GUTTER
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%%UTYPICAL SECTION
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NO SCALE
AutoCAD SHX Text NOTES: 1. CONTRACTION JOINTS SHALL NOT EXCEED 12' BETWEEN JOINTS. 2. COLOR QUARRY RED (#C-32) IS FROM CHROMIX® ADMIXTURE COLOR CHART. EQUIVALENT COLOR IS ACCEPTABLE UPON APPROVAL OF THE ENGINEER. USE USE BLACK RELEASE POWDER. 3. STAMP TO MATCH EXISTING AT TRAILSIDE DR.
AutoCAD SHX Text DYE CONCRETE QUARRY RED IN COLOR AND STAMP WITH PATTERN TO MATCH EXISTING, USE BLACK RELEASE POWDER, REQ'D.
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SIDEWALK
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SIDEWALK
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STRIPE CROSSWALK 12" WHITE
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BICYCLE SAFE GRATE (AS ABOVE), REQ'D.
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CONCRETE CURB & GUTTER, TYPE 'M1 REQ'D.
AutoCAD SHX Text NOTE: 1. PAVEMENT SAWING, EXCAVATION, BACKFILL, ASPHALT REMOVAL AND ALL OTHER WORK ASSOCIATED WITH PATCHING, SHALL BE INCLUDED IN THE COST OF UNTREATED BASE COURSE (PATCHING), OR HMA, (PATCHING).
AutoCAD SHX Text %%uSECTION A-A%%u
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NO SCALE
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18"X48" CONCRETE DROP BOX
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CONCRETE CURB & GUTTER, TYPE M1
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18"X48" PRECAST CONCRETE
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BICYCLE SAFE GRATE (D&L SUPPLY PROD. # I-1803) OR APPROVED EQUIVALENT, REQ'D.
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%%UCATCH BASIN DETAIL
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NO SCALE
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18"X48" CONCRETE DROP BOX
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AutoCAD SHX Text 12"
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1' TYP.
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NO. 5 REBAR ENTIRE LENGTH 12" C.C.
AutoCAD SHX Text 8.0000"
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4000 PSI A.E. CONCRETE, REQ'D. TYP.
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9" UNTREATED BASE COURSE, REQ'D
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CONCRETE
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%%UTYPICAL SECTION A-A
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NO SCALE
AutoCAD SHX Text 3.0000"
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PEDESTRIAN CROSSWALK
AutoCAD SHX Text DYE CONCRETE QUARRY RED IN COLOR AND STAMP WITH PATTERN TO MATCH EXISTING, USE BLACK RELEASE POWDER, REQ'D.
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SIDEWALK
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STRIPE CROSSWALK 12" WHITE
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SHEET DESCRIPTION
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DETAIL NO. D7 CATCH BASIN
DETAIL NO. D9 PEDESTRIAN CROSSWALK
REVIEWED BY:
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HAZARD MITIGATION
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THE FOLLOWING HAZARDS WITHIN 30' OF THE TRAVELED WAY SHALL
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BE MITIGATED IN ACCORDANCE WITH DETAIL "AA"
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A: NON-WORKING EQUIPMENT
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B: STOCKPILED MATERIAL
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C: VEHICLES
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D: DROP-OFFS LESS THAN 48" AND STEEPER THAN 3:1
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ALL OTHER HAZARDS SHALL BE MITIGATED AS RECOMMENDED BY THE
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DIVISION OF TRAFFIC AND SAFETY.
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CAN HAZARD BE
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REMOVED OR
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DROPOFF SLOPE
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BE FLATTENED?
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IS POSTED SPEED
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45 M.P.H. OR
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GREATER?
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RELOCATE OUTSIDE
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CLEAR ZONE OR
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FLATTEN DROP OFF
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SLOPE.
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WITHIN 10' OF
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TRAVELED WAY?
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WITHIN 10' OF
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TRAVELED WAY?
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CONSTRUCTION
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WARNING SIGNS
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CHANNELIZING
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DEVICES AS PER
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STD. DWG. NO. 745-1
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IS HAZARD A
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DROPOFF GREATER
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THAN 6'?
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BARRIER REQ'D.
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YES
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NO
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NO
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NO
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NO
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NO
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YES
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YES
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YES
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YES
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POSTED
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SPEED
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MINIMUM
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TAPER LENGTH
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(L) FOR 12' LANE
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MINIMUM
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SIGN
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SPACING
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LENGTH OF
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BUFFER (B)
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(DESIRABLE)
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TWO WAY TRAFFIC
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(FLAGGING)
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TAPER LENGTH
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30 AND LOWER
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AutoCAD SHX Text 780'
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500' URBAN
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1000' RURAL
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AutoCAD SHX Text 200'
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200' URBAN
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300' RURAL
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AutoCAD SHX Text 100'
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L= SW BUT CAN BE SHORTENED TO L=
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FOR 40 M.P.H. AND LESS
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WS
AutoCAD SHX Text 60.
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L= 1/3 SW FOR SHOULDER CLOSURE TAPER.
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L= 1/2 SW FOR LANE SHIFT TAPER.
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WHERE
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L= TAPER LENGTH IN FEET
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W= WIDTH OF CLOSURE OR SHIFT IN FEET
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S= POSTED SPEED (NUMERICAL VALUE) IN M.P.H.
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INCLUDES LAST SIGN TO BEGINNING
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OF TAPER OR WORK ZONE.
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MAXIMUM SPACING (IN FEET) OF CHANNELIZING
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DEVICES:
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IN TAPERS NOT TO EXCEED THE POSTED SPEED
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LIMIT (NUMERICAL VALUE)
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ON TANGENT NOT TO EXCEED TWICE THE POSTED
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SPEED LIMIT (NUMERICAL VALUE)
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UP TO 100' MAXIMUM.
AutoCAD SHX Text 2:
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DISTANCE FROM END OF LANE CLOSURE OR TRANSITION
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AREA TO WORK ACTIVITY.
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GENERAL NOTES
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TRAFFIC CONTROL SHALL COMPLY WITH THE MUTCD.
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THE CONTRACTOR MAY SUBMIT AN ALTERNATE TRAFFIC CONTROL PLAN WHICH
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MUST BE APPROVED IN WRITING BY THE DEPARTMENT PRIOR TO IMPLEMENTATION.
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ALL CONSTRUCTION WARNING SIGNS SHALL BE 48" X 48" MINIMUM SIZE.
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THREE ORANGE OR FLOURESCENT RED-ORANGE FLAGS SHALL BE MOUNTED
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ABOVE ALL PORTABLE CONSTRUCTION WARNING SIGNS.
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PORTABLE SIGNS SHALL HAVE A 3' MINIMUM MOUNTING HEIGHT WHEN PLACED
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IN LINE WITH CHANNELIZING DEVICES OR IN URBAN APPLICATIONS.
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FABRIC SIGNS USED AT NIGHT SHALL BE APPROVED BY THE DEPARTMENT PRIOR
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TO INSTALLATION
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THE NUMBER OF DEVICES IN ALL TAPERS SHOULD EQUAL OR EXCEED THE TAPER
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WIDTH IN FEET.
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CONES SHALL NOT BE ALLOWED FOR NIGHTTIME OPERATIONS.
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NON-APPLICABLE SIGNS SHALL BE COVERED OR REMOVED FROM THE ROADWAY.
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THE OPERATION OF APPLYING NEW PAVEMENT MARKINGS SHALL INCLUDE THE
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REMOVAL OF NON-APPLICABLE MARKINGS.
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FLAGGERS SHALL NOT CONTROL VEHICLES AT OPERATING TRAFFIC SIGNALS.
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ANY WORK THAT ENCROACHES ON A TRAFFIC LANE SHALL REQUIRE A FULL LANE
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CLOSURE UNLESS THE TRAFFIC LANE CAN BE RECREATED, FULL WIDTH, BY
AutoCAD SHX Text
REPOSITIONING OF STRIPING OR CHANNELIZING DEVICES. UNLESS A MINIMUM
AutoCAD SHX Text
OF ONE LANE CAN BE MAINTAINED IN EACH DIRECTION, FLAGGING SHALL BE
AutoCAD SHX Text
PROVIDED.
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PRIOR TO DAILY WORK STOPPAGE, PAVEMENT AND MARKINGS OBSCURED BY
AutoCAD SHX Text
CONTRACTORS OPERATIONS (ON OR OFF PROJECT) SHALL BE CLEANED AND
AutoCAD SHX Text
VISIBLY RESTORED.
AutoCAD SHX Text 1:
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NON-APPLICABLE DEVICES SHALL BE REMOVED FROM THE HIGHWAY.
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LEGEND
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SIGN (PORTABLE OF FIXED)
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CHANNELIZING DEVICE OTHER THAN DRUMS
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DRUMS OR BARRELS (PLASTIC)
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FLAGGING STATION
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ADVANCED WARNING DEVICE
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BARRIER
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DIRECTION OF TRAFFIC
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DETAIL "AA"
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TC-1
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PW-06-26
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S:\5 - Projects\Projects - Public Works\1 - Current Projects\J7 - Trailside Sidewalk\02_Design\01_CAD\Drawings\TYPICAL.dwg
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PW-06-26
AutoCAD SHX Text 7/2/26
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JH
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JH
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S:\5 - Projects\Projects - Public Works\1 - Current Projects\J7 - Trailside Sidewalk\02_Design\01_CAD\Drawings\TYPICAL.dwg
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