5-PLANS - Porter Rockwell Trail Plans 2-9-2026.pdf
PDF 32 MB Posted
- Solicitation number
- CIP-25-21
- Issued by
- Salt Lake County, Utah
About this file
This is a construction plan document prepared by CMT Technical Services for Draper City involving the Porter Rockwell Trail 1300 East UTA Bridge Crossing project in Draper, Utah. The project encompasses site improvements including demolition of existing asphalt and railroad tracks, grading, and construction of a 10-foot bicycle and pedestrian path along the Porter Rockwell Trail. The plans include an existing conditions plan (Sheet C1.0), a site plan (Sheet C2.0), and a grading plan (Sheet C3.0), with detailed specifications for pavement construction consisting of 8 inches of untreated base course and 4 inches of asphalt concrete with a 2 percent slope. The project is located in the northwest quarter of Section 4, Township 4 South, Range 1 East, Salt Lake Base and Meridian, at 1300 East, 13800 South in Draper, and involves coordination with UTA (Utah Transit Authority) regarding property restoration, railroad salvage rights, soil management, and a dust-free work environment. The contractor must comply with ADA standards, obtain a storm water permit from Draper City, contact Blue Stakes of Utah prior to construction, adhere to UTA's construction safety manual, post minimum 7-day notice of trail closures, and maintain the site through an 18-month post-completion monitoring period to ensure integrity of the right-of-way.
Key construction requirements include earthwork balance with an emphasis on on-site material management, 95 percent Modified Proctor compaction specifications, proper testing and disposal documentation for any excavated soils, and separation of ballast material from embankment soil. The contractor is responsible for all traffic control devices, repair of any damaged existing improvements including utilities and landscaping, and coordination with existing infrastructure such as light poles, fire hydrants, irrigation control valves, and telecommunications vaults that are to remain in place. UTA retains all salvage rights to track and ties, which must be severed at joint connections and neatly stacked, with notification required for scheduling of haul and salvage operations. The plans note that existing utility locations are approximate and have not been field-verified, placing full responsibility on the contractor to verify utility locations and bear any costs associated with utility conflicts or damage. Landscape and irrigation restoration is to be completed by others, with the contractor responsible only for capping impacted irrigation and providing irrigation sleeves under pavement.
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DESCRIPTION
AFFECTED
DATE SHEETS C0.0 TITLE SHEET
SITE PLAN
C1.0
SHEET NO.PROJECT: FILE:
FEBRUARY 9, 2026 101049.00
DATE:
DWG/00-TITLE
NOT TO SCALE
CMT TECHNICAL SERVICES
CONTACT: JIM MILLIGAN (PROJECT ENGINEER)
AT (801) 562-2521
CONTACT: MIKE WITHERS (SURVEYOR MANAGER)
AT (801) 562-2521
C2.0
DRAPER CITY
12354 SOUTH 800 EAST
DRAPER, UT 84020
CONTACT: BRAD JENSEN
PH: (801) 576-6549
EM: BRAD.JENSEN@DRAPERUTAH.GOV
EXISTING CONDITIONS PLAN
C3.0 GRADING PLAN
PORTER ROCKWELL TRAIL
1300 EAST UTA BRIDGE CROSSING
DRAPER, UT
FEBRUARY 9, 2026
9270 SOUTH 300 WEST
S E R V I C E S
TECHNI CAL
SANDY, UT 84070
PHONE: (801) 562-2521 FAX: (801) 562-2551
NA
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No. 4939908-2202
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2-9-26
JAMES J.MILLIGAN
G1.0 GENERAL NOTES
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REVISIONS
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INDEX OF SHEETS
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%%UCLIENT
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%%U ENGINEER/LAND SURVEYOR
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CIVIL ENGINEERING LAND SURVEYING PROJECT MANAGEMENT
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GEOTECHNICAL MATERIALS TESTING INSPECTIONS
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%%U VICINITY MAP
AutoCAD SHX Text LOCATED IN THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 4 SOUTH, RANGE 1 EAST, SALT LAKE BASE AND MERIDIAN SALT LAKE CITY, UTAH
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IDAHO
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WYOMING
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COLORADO
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ARIZONA
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NEVADA
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LOGAN
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BRIGHAM
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CITY
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OGDEN
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WENDOVER
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GREAT
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SALT
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LAKE
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BEAR
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TIMPANOGOS CAVE
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NM
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PROVO
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HEBER CITY
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PRICE
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NEPHI
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DELTA
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UTAH
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LAKE
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NEWFOUNDLAND
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EVAPORATION
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BASIN
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DUCHESNE
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VERNAL
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FLAMING GORGE NRA
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FLAMING GORGE
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RESERVOIR
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DUTCH
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DINOSAUR NM
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GREEN RIVER
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JOHN
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ARCHES NP
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MOAB
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CANYONLANDS
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NP
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NATURAL BRIDGES
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NM
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BLANDING
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HOVENWEEP NM
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RAINBOW BRIDGE
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NM
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GLEN CANYON
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NRA
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LAKE
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POWELL
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CAPITOL
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REEF NP
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BOULDER
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COLORADO
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HANKSVILLE
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PANGUITCH
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BRYCE
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CANYON NP
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KANAB
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BEAVER
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RIVER
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SEVIER
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RIVER
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CEDAR BREAKS NM
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CEDAR CITY
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ZION NP
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ST. GEORGE
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ESCALANTE
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RIVER
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SAN
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JUAN
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RIVER
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LAKE
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AutoCAD SHX Text 1300 E
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PROJECT AREA
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HIGHLAND DR
AutoCAD SHX Text 13800 S
AutoCAD SHX Text 13610 S
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VESTRY RD
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PORTER ROCKWELL TRAIL
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AutoCAD SHX Text 13800 S
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BANGERTER HWY
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HIGHLAND DR
AutoCAD SHX Text 13200 S brien.maxfield Stamp
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DEMOLITION NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCY STANDARDS AND
SPECIFICATIONS. IN THE ABSENCE OF PROJECT STANDARD AND SPECIFICATIONS APWA
STANDARD AND SPECIFICATIONS SHALL GOVERN.
2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING IMPROVEMENTS UNLESS
OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL SIDEWALK,
PAVEMENT, GRAVEL, UTILITIES, LANDSCAPING, IRRIGATION, FENCING AND EXISTING
IMPROVEMENTS DAMAGED AS PART OF CONSTRUCTION.
3. SIDEWALKS AND CURBS DESIGNATED TO BE DEMOLISHED SHALL BE DEMOLISHED TO
THE NEAREST EXPANSION JOINT, MATCHING THESE PLANS AS CLOSELY AS POSSIBLE.
4. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT BLUE STAKES OF UTAH PRIOR TO
STARTING ANY ACTIVITIES. ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE
APPROXIMATIONS ONLY.
5. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR
APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME
OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE
FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THEIR EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS
OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED
AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING
UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE
BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES
AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES
OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO
DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. ENSURE ALL OSHA
STANDARDS ARE FOLLOWED.
6. CONTRACTOR IS RESPONSIBLE TO PROVIDE, INSTALL AND MAINTAIN APPROPRIATE
TRAFFIC CONTROL DEVICES, AS WELL AS ANY ADDITIONAL TRAFFIC CONTROL DEVICES
THAT MAY BE REQUIRED TO INSURE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC AND
PEDESTRIANS THROUGH OR AROUND THE WORK AREA AND TO PROVIDE MAXIMUM
PROTECTION AND SAFETY TO ROAD WORKERS.
7. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH
INDICATE AN UNIDENTIFIED SITUATION IS PRESENT, THE CONTRACTOR SHALL CONTACT
THE OWNER AND ENGINEER IMMEDIATELY.
SITE NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCY STANDARDS AND
SPECIFICATIONS. IN THE ABSENCE OF PROJECT STANDARD AND SPECIFICATIONS APWA
STANDARD AND SPECIFICATIONS SHALL GOVERN.
2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING IMPROVEMENTS UNLESS
OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL SIDEWALK,
PAVEMENT, GRAVEL, UTILITIES, LANDSCAPING, IRRIGATION, FENCING AND EXISTING
IMPROVEMENTS DAMAGED AS PART OF CONSTRUCTION.
3. ALL CURB DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
4. ALL WORK SHALL COMPLY WITH THE PROJECT PLANS, PROJECT SPECIFICATIONS, AND
PROJECT GEOTECHNICAL ENGINEERING REPORT, WHICHEVER IS THE MOST STRINGENT.
5. ALL STRIPING, PAVEMENT MARKINGS, AND SIGNAGE TO COMPLY WITH THE CURRENT
M.U.T.C.D. EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOCAL CODE,
WHICHEVER IS MORE STRINGENT.
6. CONTRACTOR IS RESPONSIBLE FOR PERFORMING WORK ON OR ADJACENT TO A PUBLIC
ROAD TO PROVIDE, INSTALL, AND MAINTAIN APPROPRIATE TRAFFIC CONTROL DEVICES,
AS WELL AS ANY ADDITIONAL TRAFFIC CONTROL DEVICES THAT MAY BE REQUIRED TO
INSURE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR
AROUND THE WORK AREA AND TO PROVIDE MAXIMUM PROTECTION AND SAFETY TO
ROAD WORKERS.
7. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY
DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN CONTACT ENGINEER FOR
CLARIFICATION.
GRADING NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCY STANDARDS AND
SPECIFICATIONS. IN THE ABSENCE OF PROJECT STANDARD AND SPECIFICATIONS APWA
STANDARD AND SPECIFICATIONS SHALL GOVERN.
2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING IMPROVEMENTS UNLESS
OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE TO REPAIR ALL SIDEWALK,
PAVEMENT, GRAVEL, UTILITIES, LANDSCAPING, IRRIGATION, FENCING AND EXISTING
IMPROVEMENTS DAMAGED AS PART OF CONSTRUCTION.
3. ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND SPECIFICATIONS.
4. ALL WORK SHALL COMPLY WITH THE PROJECT PLANS, PROJECT SPECIFICATIONS, AND
PROJECT GEOTECHNICAL ENGINEERING REPORT, WHICHEVER IS THE MOST STRINGENT.
5. THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR ROOTS AND ORGANIC
MATERIAL FROM ALL PROPOSED BUILDING AND PAVEMENT AREAS PRIOR TO SITE
GRADING. (THE TOPSOIL MAY BE STOCKPILED FOR LATER USE IN LANDSCAPED AREAS.)
6. THE CONTRACTOR IS NOTIFIED THAT AN EARTHWORK BALANCE IS THE INTENT OF THIS
PROJECT.
7. THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO PROVIDE A SMOOTH TRANSITION
BETWEEN NEW AND EXISTING ASPHALT, CURB AND GUTTER, AND ADJOINING SITE
IMPROVEMENTS.
8. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT BLUE STAKES OF UTAH PRIOR TO
STARTING ANY ACTIVITIES. ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE
APPROXIMATIONS ONLY.
9. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR
APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME
OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE
FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THEIR EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS
OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED
AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING
UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE
BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES
AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES
OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO
DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. ENSURE ALL OSHA
STANDARDS ARE FOLLOWED.
10. CONTRACTOR SHALL ENSURE FINISHED GRADE SLOPES AWAY FROM ALL STRUCTURES
ACCORDING TO BUILDING CODES AND AS SHOWN ON THIS PLAN.
11. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES
WITH WHICH TO REMOVE PROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER
ENTERING THE TRENCH EXCAVATION.
UTA NOTES
1. LICENSEE OR LICENSEE’S CONTRACTOR WILL POST NOTICE TO TRAIL USERS A MINIMUM
OF 7 DAYS BEFORE ANY TRAIL CLOSURE. LICENSEE OR LICENSEE’S CONTRACTOR WILL
ALSO PROVIDE A PUBLIC RELATIONS CONTACT ON THE NOTICE FOR ANY QUESTIONS
FROM THE PUBLIC.
2. ALL SOIL HANDLING IS TO BE DUST FREE. CONTRACTOR SHALL KEEP THE EXCAVATED
SOIL WITHIN THE RIGHT OF WAY. CONTRACTOR UNDERSTANDS UTA MAY REQUIRE
EVIDENCE OF FILL BEING CERTIFIED CLEAN BEFORE ALLOWING FILL TO BE USED IN THE
RIGHT OF WAY. NO MATERIALS ARE TO BE EXPORTED. ANY AND ALL EXCESS MATERIALS
MUST BE PLACED ON SITE AS DIRECTED IN ADVANCE BY UTA.
3. CONTRACTOR SHALL NOT REMOVE SOIL FROM THE RIGHT OF WAY WITHOUT IT BEING
PROPERLY TESTED AND DISPOSED OF ALONG WITH EVIDENCE OF WHERE IT GOES AND IN
CONFORMANCE WITH ALL APPLICABLE LAWS.
4. IF SOILS ARE TO BE REMOVED, CONTRACTOR SHALL PROVIDE UTA WITH A SOIL
MANAGEMENT PLAN DETAILING THE REMOVED SOILS SHALL BE TESTED FOR METALS AND
PETROLEUM (TPH-DRO AND OIL AND GREASE), AND ALSO INDICATING WHERE THE SOILS
WILL BE APPROPRIATELY DISPOSED OF ONCE TESTING IS COMPLETED.
5. AGGREGATE/SOIL IN BALLAST SECTION WILL BE SEGREGATED AND HANDLED
SEPARATELY FROM EMBANKMENT SOIL
6. AFTER DISPOSAL, CONTRACTOR SHALL PROVIDE A COPY OF THE ACCEPTANCE TICKET
FROM THE LANDFILL OR FACILITY THAT RECEIVES THE SOILS AND EVIDENCE THE
RECEIVING PARTY WAS PROVIDED THE RESULTS AND ACCEPTED THE SOIL “AS IS”.
7. COMPACTION SHALL BE 95% MODIFIED PROCTOR
8. UTA RESERVES ALL SALVAGE RIGHTS TO TRACK AND TIES:
8.A. RAIL IS TO BE SEVERED AT THE JOINT CONNECTION AND NEATLY STACKED (THESE
ARE LIKELY TO BE 40-FOOT SECTIONS).
8.B. UTA ACKNOWLEDGES THAT BASED ON SECTION JOINT MORE RAIL AND TIES MAY
NEED TO BE REMOVED THAN IS IDENTIFIED ON THE PLAN SHEETS.
8.C. TIES ARE TO BE REMOVED AND NEATLY STACKED.
8.D. RAIL SPIKES ARE TO BE GATHERED AND CLUSTERED IN PILES.
8.E. UPON REMOVAL CONTRACTOR IS TO NOTIFY UTA FOR SCHEDULING OF
HAUL/SALVAGE.
9. CONTRACTOR WILL RESTORE UTA PROPERTY TO ORIGINAL OR BETTER CONDITION USING
LIKE MATERIAL TO FILL AND RE-ESTABLISH THE EXISTING TRAIL BED. LICENSEE OR
LICENSEE’S CONTRACTOR ALSO AGREE TO RE-INSPECT THE PROPERTY PERIODICALLY
FOR 18 MONTHS FOLLOWING THE DATE OF COMPLETION OF CONSTRUCTION TO MONITOR
IF ANY SETTLING OR EROSION HAS TAKEN PLACE. IN THE EVENT THERE IS ADDITIONAL
FILL NEEDED, LICENSEE OR LICENSEE’S CONTRACTOR AGREE TO COMPLETE THE WORK
AT LICENSEE’S SOLE COST AND EXPENSE TO ENSURE THE INTEGRITY OF THE RIGHT OF
WAY TO ITS ORIGINAL CONDITION.
10. CLEAN FILL REQUIREMENT:
10.A. IF THE PROJECT REQUIRES FILL MATERIALS OTHER THAN WHAT IS AVAILABLE ON
SITE AS PART OF THE EXCAVATION, THEN THE MATERIALS MUST BE CERTIFIED
CLEAN FILL.
11. EXCESS MATERIALS-SOILS TESTING:
11.A. IF EXCAVATED MATERIALS CANNOT BE EVENLY DISTRIBUTED AND COMPACTED
WITHIN THE CORRIDOR AND MUST BE REMOVED, THEN APPROPRIATE TESTING AND
ACCEPTANCE DOCUMENTATION MUST BE OBTAINED AND PROVIDED.
11.B. GRUBBING MATERIALS MAY BE REMOVED FROM THE SITE, SOILS SHOULD BE KEPT
AT A MINIMUM AS PART OF THE VEGETATION REMOVAL.
11.C. BALLAST/SOIL SEPARATION (SAME AS ABOVE), BALLAST MAY ALSO CONTAIN
CONTAMINANTS, MAY BE USED AS FILL MATERIAL AND EROSION CONTROL AND
DISTRIBUTED WITHIN THE CORRIDOR AND COMPACTED. OTHERWISE MUST ALSO BE
APPROPRIATELY TESTED AND CERTIFIED ACCEPTANCE.
12. DUE TO THE MINIMAL IMPACT ON UTA PROPERTY, UTA HAS WAIVED THE REQUIREMENT
OF THE CONTRACTOR OF SECURING AND EXECUTING A RIGHT OF WAY ENTRY
AGREEMENT. CONTRACTOR TO TAKE NECESSARY MEASURES TO NOT IMPACT ANY
FACILITIES OWNED AND OPERATED BY UTA.
NA
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No. 4939908-2202
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NEE
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2-9-26
JAMES J.MILLIGAN
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DESIGNED BY :
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DESCRIPTION
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APP'D
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DATE
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DRAWING FILE
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PROJECT NUMBER
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LAST REVISED
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ORIG. DATE:
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MATERIALS TESTING INSPECTION SERVICES LAB TESTING GEOTECHNICAL
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ENVIRONMENTAL CIVIL ENGINEERING TRANSPORTATION ENGINEERING
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SURVEYING CONSTRUCTION MANAGEMENT SPECIALTY LAB
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DWG\00-TITLE_NOTES
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CITY
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GENERAL
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NOTES
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FEBRUARY 9, 2026
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PORTER ROCKWELL TRAIL
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13800 SOUTH UTA BRIDGE CROSSING
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CMT CREW
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DRAPER
EX. LIGHT POLE
(TO REMAIN)
EX. FIRE HYDRANT & VALVE
(TO REMAIN)
EX. IRRIGATION CONTROL VALVE
(TO REMAIN, TYP.)
EX. TELECOMM VAULTS &
ELECTRIC CABINETS
(TO REMAIN)
EX. SIDEWALK
EX. SIDEWALK
EX. R
AILS (O
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EX. IRRIGATION CONTROL VALVES
(TO REMAIN, TYP.)
EX. SEWER MANHOLE
(TO REMAIN)
EX. P
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EX. SEWER MANHOLE
(TO REMAIN)
EX. 'STRAIGHT ONLY' SIGN
(TO REMAIN)
EX. 'SPEED LIMIT 25' SIGN
(TO REMAIN)
EX. 'TRAFFIC SIGNAL' SIGN
(TO REMAIN)
EX. 'LEFT TURN ONLY' SIGN
(TO REMAIN)
EX. LIGHT POLE
(TO REMAIN)
EX. WATER VALVE
(TO REMAIN)
EX. SIGNAL VAULT
(TO REMAIN)
EX. 'RIGHT LANE MUST
TURN RIGHT' SIGN
(TO REMAIN)
EX. 'DIRT TRAIL
ACCESS' SIGN
(TO REMAIN)
EX. TELECOMM VAULTS &
ELECTRIC CABINETS
(TO REMAIN)
EX. LIGHT POLE
(TO REMAIN)
EX. CURB INLET & STORM DRAIN MANHOLE
(TO REMAIN)
EX. CURB INLET
(TO REMAIN)
EX. 18" RCP STORM EX. CURB INLET
(TO REMAIN)
EX. CURB INLET
(TO REMAIN)
EX. CURB INLETS
(TO REMAIN)
EX. STORM DRAIN MANHOLE
(TO REMAIN)
EX. 12" P
VC
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EX. B
RIDGE CROSSING
EX. P
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EX. CONCRETE POST
(TO REMAIN)
EX. CULVERT HEADWALL
(TO REMAIN)
2 79.5'
.9
EX. TREE
(TO REMAIN, TYP.)
EX. TREES
(TO REMAIN, TYP.)
62.0'
104.5'
EX. GRASS & IRRIGATION
(TO BE RESTORED BY OTHERS)
6 92
S O
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LEGEND
EXISTING CURB & GUTTER
EXISTING FENCEX X X
EXISTING EDGE OF ASPHALT
EXISTING 5' CONTOUR4600
EXISTING 1' CONTOUR4601
EXISTING SIDEWALK
RIGHT OF WAY
DEMOLITION NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH
GOVERNING AGENCY STANDARDS AND SPECIFICATIONS.
IN THE ABSENCE OF PROJECT STANDARD AND
SPECIFICATIONS APWA STANDARD AND SPECIFICATIONS
SHALL GOVERN.
2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING
IMPROVEMENTS UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE TO REPAIR ALL SIDEWALK,
PAVEMENT, GRAVEL, UTILITIES, LANDSCAPING,
IRRIGATION, FENCING AND EXISTING IMPROVEMENTS
DAMAGED AS PART OF CONSTRUCTION.
3. SIDEWALKS AND CURBS DESIGNATED TO BE DEMOLISHED
SHALL BE DEMOLISHED TO THE NEAREST EXPANSION
JOINT, MATCHING THESE PLANS AS CLOSELY AS
POSSIBLE.
4. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT
BLUE STAKES OF UTAH PRIOR TO STARTING ANY
ACTIVITIES. ALL EXISTING UTILITIES SHOWN ON THE PLANS
ARE APPROXIMATIONS ONLY.
5. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS
ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED
UPON RECORD INFORMATION AVAILABLE AT THE TIME OF
PREPARATION OF THESE PLANS. LOCATIONS MAY NOT
HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS
MADE AS TO THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO DETERMINE THEIR EXISTENCE
AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS
OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY
ADDITIONAL COSTS INCURRED AS A RESULT OF THE
CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF
EXISTING UTILITIES PRIOR TO THE BEGINNING OF
CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY
THE CONTRACTOR AND ASSUMED INCLUDED IN THE
CONTRACT. THE CONTRACTOR IS TO VERIFY ALL
CONNECTION POINTS WITH THE EXISTING UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED
TO THE EXISTING UTILITIES AND UTILITY STRUCTURES
THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING
UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE
ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF
ANY FIELD ADJUSTMENTS SHOULD BE MADE. ENSURE ALL
OSHA STANDARDS ARE FOLLOWED.
6. CONTRACTOR IS RESPONSIBLE TO PROVIDE, INSTALL AND
MAINTAIN APPROPRIATE TRAFFIC CONTROL DEVICES, AS
WELL AS ANY ADDITIONAL TRAFFIC CONTROL DEVICES
THAT MAY BE REQUIRED TO INSURE SAFE AND EFFICIENT
MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR
AROUND THE WORK AREA AND TO PROVIDE MAXIMUM
PROTECTION AND SAFETY TO ROAD WORKERS.
7. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS
ARE ENCOUNTERED WHICH INDICATE AN UNIDENTIFIED
SITUATION IS PRESENT, THE CONTRACTOR SHALL
CONTACT THE OWNER AND ENGINEER IMMEDIATELY.
NA
AH
No. 4939908-2202
IOEFRO SS
GE
I
R
ETTS A
FO UT
TS
DERE
P
R
NG
NEE
I
L E
2-9-26
JAMES J.MILLIGAN
KEYNOTE LEGEND
EX. ASPHALT
(TO BE REMOVED, HATCHED AREA)
EX. FENCE
(TO BE REMOVED)
EX. RAILROAD TRACKS
(TO BE REMOVED PER UTA
REQUIREMENTS, HATCHED AREA)
EX. CONCRETE POST
(TO BE REMOVED)
EXTENT OF FENCE REMOVAL
EX. TREE
(TO BE REMOVED)
PROPOSED SAWCUT
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AutoCAD SHX Text 1300 E
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HIGHLAND DR
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SHEET NO.
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SURVEY BY:
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APP'D
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DATE
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DRAWING FILE
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PROJECT NUMBER
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LAST REVISED
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ORIG. DATE:
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MATERIALS TESTING INSPECTION SERVICES LAB TESTING GEOTECHNICAL
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ENVIRONMENTAL CIVIL ENGINEERING TRANSPORTATION ENGINEERING
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SURVEYING CONSTRUCTION MANAGEMENT SPECIALTY LAB
AutoCAD SHX Text C1.0
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 101049.001
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DWG\01-DEMO
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CITY
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EXISTING CONDITIONS
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PLAN
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SCALE IN FEET
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FEBRUARY 9, 2026
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PORTER ROCKWELL TRAIL
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13800 SOUTH UTA BRIDGE CROSSING
AutoCAD SHX Text 03/25
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CMT CREW
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MJP
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MJP
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JJM
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DRAPER
EX. P
ORTE
R R
OCKW
ELL
TR
AIL
EX. P
ORTE
R R
OCKW
ELL
TR
AIL
RIG
HT-O
F-W
AY LINE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
R20' R20'
R2' R5'
R80'
R200'
R5'
R5'
R200'R2'
R70'
R60'
R5'
10.0'
10.0'
10.0'
CAP ANY IMPACTED IRRIGATION & PROVIDE
IRRIGATION SLEEVES UNDER PAVEMENT. LANDSCAPE
& IRRIGATION RESTORATION TO BE DONE BY OTHERS.
IRR
IRR
R100'
R30'
EX. R
AILS (O
UT OF SERVICE)
R70'
R60'
10.0'
S O
U
TH
W
ES
T S
E R
V I
C E
S T
E C
H N
IC
A
L
SA
N D
Y, U
T
PH
O
N E:
(8
) 5
-2
FA
X:
(8
) 5
-2
KEYNOTE LEGEND
ASPHALT PAVEMENT REQ'D
(SEE DETAIL-1, THIS SHEET)
POST & RAIL FENCE
(TO BE INSTALLED BY CITY)
BUCK & RAIL FENCE
(TO BE INSTALLED BY CITY)
LEGEND
EXISTING CURB & GUTTER
EXISTING FENCEX X X
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT
EXISTING SIDEWALK
RIGHT OF WAY
SITE NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCY
STANDARDS AND SPECIFICATIONS. IN THE ABSENCE OF PROJECT
STANDARD AND SPECIFICATIONS APWA STANDARD AND SPECIFICATIONS
SHALL GOVERN.
2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING IMPROVEMENTS
UNLESS OTHERWISE NOTED. CONTRACTOR IS RESPONSIBLE TO REPAIR
ALL SIDEWALK, PAVEMENT, GRAVEL, UTILITIES, LANDSCAPING, IRRIGATION,
FENCING AND EXISTING IMPROVEMENTS DAMAGED AS PART OF
CONSTRUCTION.
3. ALL WORK SHALL COMPLY WITH THE PROJECT PLANS, PROJECT
SPECIFICATIONS, DRAPER CITY STANDARDS, AND UTA REQUIREMENTS,
WHICHEVER IS THE MOST STRINGENT.
4. CONTRACTOR IS RESPONSIBLE FOR PERFORMING WORK ON OR ADJACENT
TO A PUBLIC ROAD TO PROVIDE, INSTALL, AND MAINTAIN APPROPRIATE
TRAFFIC CONTROL DEVICES, AS WELL AS ANY ADDITIONAL TRAFFIC
CONTROL DEVICES THAT MAY BE REQUIRED TO INSURE SAFE AND
EFFICIENT MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR
AROUND THE WORK AREA AND TO PROVIDE MAXIMUM PROTECTION AND
SAFETY TO ROAD WORKERS.
5. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED
FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN
CONTACT ENGINEER FOR CLARIFICATION.
6. DUE TO THE FACT THAT THE SITE IS UNDER 1 ACRE, A FORMAL SWPPP WITH
NOI IS NOT REQUIRED. HOWEVER, THE CONTRACTOR SHALL PROVIDE A
PLAN SHOWING BMP'S AND IDENTIFY MEASURES TO CONTROL MUD, DUST,
AND DEBRIS AND APPLY FOR A STORM WATER PERMIT WITH DRAPER CITY
AT WWW.DRAPERUTAH.GOV/290/PERMITS-~APPLICATIONS . THE
CONTRACTOR SHALL SECURE THE PERMIT AND IMPLEMENT THE BMP'S
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
7. CONTRACTOR SHALL EXECUTE UTA'S AGREEMENT WITH CONTRACTOR
FORM AND PROVIDE REQUIRED PROOF OF INSURANCE PRIOR TO ENTRY
UPON UTA PROPERTY. CONTRACTOR AND SUBCONTRACTORS SHALL
ADHERE TO THE CURRENT UTA CONSTRUCTION SAFETY MANUAL.
NA
AH
No. 4939908-2202
IOEFRO SS
GE
I
R
ETTS A
FO UT
TS
DERE
P
R
NG
NEE
I
L E
2-9-26
JAMES J.MILLIGAN
PROPOSED SAWCUT
TRAIL SECTION
DETAIL-1
(NOT TO SCALE)
PROPOSED FENCEX X X
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LAST REVISED
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ORIG. DATE:
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MATERIALS TESTING INSPECTION SERVICES LAB TESTING GEOTECHNICAL
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ENVIRONMENTAL CIVIL ENGINEERING TRANSPORTATION ENGINEERING
AutoCAD SHX Text
SURVEYING CONSTRUCTION MANAGEMENT SPECIALTY LAB
AutoCAD SHX Text C2.0
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 101049.001
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DWG\02-SITE
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CITY
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SITE
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PLAN
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SCALE IN FEET
AutoCAD SHX Text -20
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FEBRUARY 9, 2026
AutoCAD SHX Text
PORTER ROCKWELL TRAIL
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13800 SOUTH UTA BRIDGE CROSSING
AutoCAD SHX Text 03/25
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CMT CREW
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MJP
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MJP
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JJM
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DRAPER
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HIGHLAND DR
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10' BICYCLE/ PEDESTRIAN PATH
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CLEAR AND GRUB PATH COMPACT SUBGRADE
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8" UNTREATED BASE COURSE (1.5" MAX.) REQ'D.
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4" ASPHALT CONCRETE (1/2" MAX. DENSE GRADED)
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SL = 2%
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6:1 MAX.
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DRAPER CITY
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GUARD RAIL
EX. P
ORTE
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ELL
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AIL
EX. P
ORTE
R R
OCKW
ELL
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AIL
RIG
HT-O
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AY LINE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TA=4611.47
(MATCH EX.)
TA=4611.63
(MATCH EX.)
TA=4610.86
(MATCH EX.)
TA=4610.98
(MATCH EX.)
TA=4612.05
(MATCH EX.)
TA=4612.25
(MATCH EX.)
TA=4613.82
(MATCH EX.)
TA=4614.01
(MATCH EX.)
TA=4603.09
(MATCH EX.)
TA=4602.26
(MATCH EX.)
TA=4612.54
TA=4612.81
TA=4612.73
TA=4613.01
TA=4611.75
TA=4611.55
TA=4614.35
TA=4614.55
TA=4615.49
TA=4615.29
TA=4620.81
TA=4621.01
TA=4621.90
TA=4621.70
TA=4621.50
TA=4621.70
TA=4620.45
TA=4620.65
TA=4620.00
TA=4620.20
TA=4619.64
TA=4619.84
TA=4618.67
TA=4618.47
TA=4618.27
TA=4618.47
TA=4617.81
TA=4617.61
TA=4609.34
TA=4609.14
TA=4603.53
TA=4603.73
TA=4616.59
TA=4616.39
TA=4614.32
TA=4614.52
TA=4614.10
TA=4614.30
TA=4612.89
TA=4612.69
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.0% 2.
0%
2.0%
2.0%
2.0%
2.0%
2.0%
2.
0%
2.0%
2.0%
4.4 4%
4.90%
4.56%
4.90%
0.50%
1.00%
1.00%
1.
4.7 5%
2.0
2.
4.
1.80%
1.79%
4618 4619 4620 4621
2:1 GRADING
2:1 GRADING
2:1 GRADING
4.00%
2.0%
4.5 0%
4.90%
3.09%
2.65%
1.0 0%1.1
4%
4.
1.0 1%
3.5%
5.8
3.9
6.2%
2.0%
8.2% 9.0%
4.2%
2.
0%
TA=4613.30
TA=4613.10
9.0 %9.0
4603 4604
24 46
25 46
8.0%
6.0%
46184619
4619 4620
3:1 G
RADIN
G
10.8%
4.8%
10.0%
2:1 GRADING
4:
GR
AD
IN
G
4:1 GRADING
3:
G
RA
DI
NG
4:1 G
RADING
3:1 GRADING
3:1 GRADING
4:1 GRADING
4:1 GRADING
4:
G
RA
DI
NG
4:1 G
RADIN
G
4:1 G
RADIN
G
S O
U
TH
W
ES
T S
E R
V I
C E
S T
E C
H N
IC
A
L
SA
N D
Y, U
T
PH
O
N E:
(8
) 5
-2
FA
X:
(8
) 5
-2
LEGEND
EXISTING CURB & GUTTER
EXISTING FENCEX X X
EXISTING EDGE OF ASPHALT
PROPOSED 5' CONTOUR
PROPOSED 1' CONTOUR
PROPOSED EDGE OF ASPHALT
EXISTING 5' CONTOUR4600
EXISTING 1' CONTOUR4601
EXISTING SIDEWALK
RIGHT OF WAY
GRADING NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCY STANDARDS AND SPECIFICATIONS. IN THE
ABSENCE OF PROJECT STANDARD AND SPECIFICATIONS APWA STANDARD AND SPECIFICATIONS SHALL GOVERN.
2. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE TO REPAIR ALL SIDEWALK, PAVEMENT, GRAVEL, UTILITIES, LANDSCAPING, IRRIGATION, FENCING AND EXISTING IMPROVEMENTS DAMAGED AS PART OF CONSTRUCTION.
3. MAIN TRAIL MUST COMPLY WITH ADA STANDARDS AND SPECIFICATIONS.
4. ALL WORK SHALL COMPLY WITH THE PROJECT PLANS, PROJECT SPECIFICATIONS, DRAPER CITY STANDARDS, AND
UTA REQUIREMENTS, WHICHEVER IS THE MOST STRINGENT.
5. THE CONTRACTOR SHALL STRIP AND CLEAR THE TOPSOIL, MAJOR ROOTS AND ORGANIC MATERIAL FROM ALL PROPOSED PAVEMENT AREAS PRIOR TO SITE GRADING. (THE TOPSOIL MAY BE STOCKPILED FOR LATER USE IN
LANDSCAPED AREAS.)
6. THE CONTRACTOR IS NOTIFIED THAT AN EARTHWORK BALANCE IS THE INTENT OF THIS PROJECT. SEE UTA NOTES
ON SHEET G1.0 REGARDING THE MANAGEMENT OF ONSITE MATERIALS.
7. THE CONTRACTOR SHALL GRADE THE PROJECT SITE TO PROVIDE A SMOOTH TRANSITION BETWEEN NEW AND
EXISTING ASPHALT, CURB AND GUTTER, AND ADJOINING SITE IMPROVEMENTS.
8. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT BLUE STAKES OF UTAH PRIOR TO STARTING ANY
ACTIVITIES. ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATIONS ONLY.
9. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THEIR EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE. ENSURE ALL OSHA STANDARDS ARE FOLLOWED.
10. CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIMES AMPLE MEANS AND DEVICES WITH WHICH TO REMOVE
PROMPTLY AND TO PROPERLY DISPOSE OF ALL WATER ENTERING THE TRENCH EXCAVATION.
11. DUE TO THE FACT THAT THE SITE IS UNDER 1 ACRE, A FORMAL SWPPP WITH NOI IS NOT REQUIRED. HOWEVER, THE CONTRACTOR SHALL PROVIDE A PLAN SHOWING BMP'S AND IDENTIFY MEASURES TO CONTROL MUD, DUST, AND DEBRIS AND APPLY FOR A STORM WATER PERMIT WITH DRAPER CITY AT
WWW.DRAPERUTAH.GOV/290/PERMITS-~APPLICATIONS . THE CONTRACTOR SHALL SECURE THE PERMIT AND
IMPLEMENT THE BMP'S PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
12. DUE TO THE MINIMAL IMPACT ON UTA PROPERTY, UTA HAS WAIVED THE REQUIREMENT OF THE CONTRACTOR OF SECURING AND EXECUTING A RIGHT OF WAY ENTRY AGREEMENT. CONTRACTOR TO TAKE NECESSARY MEASURES
TO NOT IMPACT ANY FACILITIES OWNED AND OPERATED BY UTA.
NA
AH
No. 4939908-2202
IOEFRO SS
GE
I
R
ETTS A
FO UT
TS
DERE
P
R
NG
NEE
I
L E
2-9-26
JAMES J.MILLIGAN
PROPOSED SAWCUT
PROJECT BENCHMARK
EX. SEWER MANHOLE
RIM = 4598.82
PROPOSED FENCEX X X
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LAST REVISED
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ORIG. DATE:
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MATERIALS TESTING INSPECTION SERVICES LAB TESTING GEOTECHNICAL
AutoCAD SHX Text
ENVIRONMENTAL CIVIL ENGINEERING TRANSPORTATION ENGINEERING
AutoCAD SHX Text
SURVEYING CONSTRUCTION MANAGEMENT SPECIALTY LAB
AutoCAD SHX Text C3.0
AutoCAD SHX Text 1"=20'
AutoCAD SHX Text 101049.001
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DWG\03-GRADE
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CITY
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GRADING
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PLAN
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SCALE IN FEET
AutoCAD SHX Text -20
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FEBRUARY 9, 2026
AutoCAD SHX Text
PORTER ROCKWELL TRAIL
AutoCAD SHX Text
13800 SOUTH UTA BRIDGE CROSSING
AutoCAD SHX Text 03/25
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CMT CREW
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MJP
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MJP
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JJM
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DRAPER
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HIGHLAND DR
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AutoCAD SHX Text 1300 E
| 00-title-C0.0 |
| C0.0 |
| 00-title_notes-G1.0 |
| G1.0 |
| 01-demo-C1.0 |
| C1.0 |
| 02-site-C2.0 |
| C2.0 |
| 03-grade-C3.0 |
| C3.0 |
File details come from the government source that posted it. Updated .