2-Local Streets 2026 2 RDW25039 Plans.pdf

PDF 12 MB Posted Jan 10, 2026

Attached to: RDW25039 - LOCAL STREETS RECONSTRUCTION 2026 #2
Solicitation number: RDW25039
Issued by: Salt Lake County, Salt Lake City, Utah

About this file

Written by GovTribe AI · Jan 9, 2026

This is a set of civil engineering plans prepared by Salt Lake City Corporation's Engineering Division for the Local Streets 2026 #2 reconstruction project (RDW25039), designed by Collin Campbell under the direction of Project Manager John M. Coyle, P.E., and City Engineer Mark Stephens, P.E. The project encompasses roadway improvements across four local streets in Salt Lake City: Chancellor Place from Chancellor Way to cul-de-sac terminus, Hollywood Avenue from 1900 East to 2000 East, Elm Avenue from 900 East to McClelland Street, and Kensington Avenue from 2100 East to 2200 East. The work includes furnishing and installing curb and gutter, asphalt paving (4 inches thick Class II asphalt over 8 inches of cement-treated reclaimed aggregate), concrete flatwork (4 to 6 inches thick), ADA curb ramp assemblies with detectable warning surfaces, water valve and tee replacements, fire hydrant installation and removal, tree protection and removal/replacement, pavement markings, and raised pavement markers. The plans comprise 16 sheets detailing general information, construction details, and civil paving plans for each street segment, with typical sections showing varying cross-slope conditions (sheet drain, offset crown, and standard crown configurations).

The project specifications require contractors to coordinate with multiple city departments and utilities prior to construction, including notification of Blue Stakes of Utah for utility locates, the Salt Lake City Surveyor for monument resets (minimum 48 hours advance notice), the Urban Forester for tree protection and preservation matters, and the Street Lighting Manager for street light wire locations. General requirements include progress schedules, traffic control, Storm Water Pollution Prevention Plan (SWPPP) preparation and Notice of Intent (NOI) filing, project identification signage, mobilization, construction survey, and utility locates. Tree protection zones must be established with 6-foot free-standing chain-link fencing and appropriate signage, with soft digging techniques required for excavation within drip lines. The contractor must field-verify all existing utility locations and asphalt depths, arrange on-site meetings with the Urban Forester and project inspector (48 hours advance notice required) before any tree work, and comply with all Salt Lake City standards, APWA specifications, and project requirements. Geotechnical reports indicate varying existing asphalt depths along the local streets, necessitating contractor verification of these conditions during construction planning.

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Other files

File	Type	Posted
1-PRJ-230430 - Notice to Bidders - Local Streets Reconstruction 2026 2 - RDW25039.pdf	PDF	Jan 10, 2026
3-RDW25039 - Local Streets 2026 2 - Project Manual.pdf	PDF	Jan 10, 2026

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DATE

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DATE

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DATE

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DATE

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CITY ENGINEER

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MARK STEPHENS, P.E.

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CITY PROJECT MANAGER

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JOHN M. COYLE, P.E.

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PROJECT ENGINEER/DESIGNER

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COLLIN CAMPBELL

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DIVISION OF TRANSPORTATION

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LYNN JACOBS, P.E.

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IT'S FREE AND IT'S THE LAW.

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DATE

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PUBLIC UTILITIES

DAVID COTTLE, P.E.

SALT LAKE CITY

CORPORATION

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

PUBLIC SERVICES

I C

T Y

S A

T L A K

RDW25039

LOCAL STREETS

2026 #2

GENERAL

INFORMATION

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GOLF COURSE

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SUGARHOUSE

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PARK

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LIBERTY

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MEADOW LANE

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BINDING ORDER

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PROJECT OWNER:

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ENG .JOB #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 E-MAIL: WWW.SLCGOV.COM

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PREPARER #:

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RDW25038

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LOCAL STREETS 2026 #2

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C. CAMPBELL

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J. COYLE, PE.

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SLC CORP.

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AutoCAD SHX Text \\SLCINAS\ENG\CIVIL TEAM A\2025\RDW25039 - LOCAL STREETS 2026 #2\2-DESIGN\ACAD\DWGS\LOCAL STREETS 2026 #2 RDW25039 CHANGES.DWG

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6/3/2025 2:35:36 PM

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CP101

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CP102 CP103

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CP104 CP105 CP106

CP107 CP108

BLUE STAKES OF UTAH

Utility Notification Center, Inc.

1-800-662-4111 www.bluestakes.org

Dig Safely. Know what'sbelow.

Callbefore you dig.

CALL BEFORE YOU DIG.

TYPICAL LINETYPESSYMBOL LEGEND

HATCHING LEGEND

WORK SCHEDULE

PROJECT CONTACTS

GENERAL NOTES

SALT LAKE CITY

CORPORATION

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

PUBLIC SERVICES

I C

T Y

S A

T L A K

RDW25039

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LEGEND AND

GENERAL NOTES

GI002

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IT'S FREE AND IT'S THE LAW.

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%%USURVEY

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%%UWATER

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%%USTORM DRAIN

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WATER-VALVE

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SURVEY-STREET MONUMENT

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WATER - EXISTING

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STORM DRAIN - EXISTING

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SANITARY SEWER - EXISTING

AutoCAD SHX Text COLLIN CAMPBELL PROJECT ENGINEER PROJECT ENGINEER EMAIL: COLLIN.CAMPBELL@SLC.GOV (801) 209-4968 MICHAEL JONES SLC SURVEYOR SLC SURVEYOR EMAIL: MICHAEL.JONES2@SLC.GOV (801) 535-7973 RICK NELSON URBAN FORESTER URBAN FORESTER EMAIL: RICK.NELSON@SLC.GOV (801)-972-7839

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STORM-MANHOLE

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%%UMISC

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%%USEWER

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SEWER-MANHOLE

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FIRE HYDRANT

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SIGN

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FLATWORK, 4"

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CURB & GUTTER

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ADA DETECTABLE WARNING

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WATERWAY

AutoCAD SHX Text SCHEDULE 1 - GENERAL REQUIREMENTS 101. PROGRESS SCHEDULE PROGRESS SCHEDULE 102. TRAFFIC CONTROL TRAFFIC CONTROL 103. SWPPP AND NOI SWPPP AND NOI 104. PROJECT IDENTIFICATION SIGN PROJECT IDENTIFICATION SIGN 105. MOBILIZATION MOBILIZATION 106. INVERT COVER INVERT COVER 107. CONSTRUCTION SURVEY CONSTRUCTION SURVEY 108. LOCATE UTILITIES LOCATE UTILITIES SCHEDULE 2 - ROADWAY IMPROVEMENTS 201. SAW CUT ASPHALT PAVEMENT SAW CUT ASPHALT PAVEMENT 202. SAW CUT FLATWORK SAW CUT FLATWORK 203. SAW CUT CURB AND GUTTER SAW CUT CURB AND GUTTER 204. REMOVE FLATWORK REMOVE FLATWORK 205. REMOVE CURB AND GUTTER REMOVE CURB AND GUTTER 206. REMOVE WATERWAY REMOVE WATERWAY 207. REMOVE WATERWAY TRANSITION STRUCTURE REMOVE WATERWAY TRANSITION STRUCTURE 208. UNCLASSIFIED EXCAVATION UNCLASSIFIED EXCAVATION 209. UNTREATED BASE COURSE UNTREATED BASE COURSE 210. SUBGRADE STABILIZATION SUBGRADE STABILIZATION 211. CURB AND GUTTER, TYPE A CURB AND GUTTER, TYPE A 212. CURB AND GUTTER, TYPE G CURB AND GUTTER, TYPE G 213. ASPHALT PAVEMENT TIE-IN, 6" THICK, CLASS II ASPHALT PAVEMENT TIE-IN, 6" THICK, CLASS II 214. RECLAIMED AGGREGATE, 8" THICK RECLAIMED AGGREGATE, 8" THICK 215. RECLAIMED AGGREGATE CEMENT STABILIZER RECLAIMED AGGREGATE CEMENT STABILIZER 216. ASPHALT PAVEMENT, 4" THICK, CLASS II ASPHALT PAVEMENT, 4" THICK, CLASS II 217. FLATWORK, 4" THICK FLATWORK, 4" THICK 218. FLATWORK, 6" THICK FLATWORK, 6" THICK 219. DETECTABLE WARNING SURFACE DETECTABLE WARNING SURFACE 220. CURB, TYPE S "MODIFIED" CURB, TYPE S "MODIFIED" 221. NOT USED NOT USED 222. WATERWAY, 4' WIDE WATERWAY, 4' WIDE 223. WATERWAY TRANSITION STRUCTURE WATERWAY TRANSITION STRUCTURE 224. PLOWABLE END SECTION PLOWABLE END SECTION 225. ADJUST MANHOLE COVER ADJUST MANHOLE COVER 226. ADJUST WATER VALVE BOX ADJUST WATER VALVE BOX 227. RECONSTRUCT MANHOLE RECONSTRUCT MANHOLE 228. TREE PROTECTION AS PER GI004 TREE PROTECTION AS PER GI004 229. NOT USED NOT USED 230. REMOVE CURB TYPE S "MODIFIED" REMOVE CURB TYPE S "MODIFIED" 231. REMOVE PLOWABLE END REMOVE PLOWABLE END 232. RESET TRUNCATED DOME PAVERS RESET TRUNCATED DOME PAVERS 233. REMOVE FIRE HYDRANT REMOVE FIRE HYDRANT 234. FIRE HYDRANT FIRE HYDRANT 235. REMOVE TREE REMOVE TREE 236. TREE, 2" CALIPER TREE, 2" CALIPER 237. REMOVE BOLLARD REMOVE BOLLARD 238. REPLACE TEE REPLACE TEE 239. REPLACE WATER VALVE REPLACE WATER VALVE 240. REMOVE VAULT REMOVE VAULT SCHEDULE 3 - SIGNAGE & STRIPING 301. PAVEMENT MARKING, SW12 - LINE, SOLID PAVEMENT MARKING, SW12 - LINE, SOLID WHITE 12" 302. RAISED PAVEMENT MARKER, YELLOW RAISED PAVEMENT MARKER, YELLOW 303. NOT USED NOT USED 304. PAVEMENT MARKING, YELLOW REFLECTIVE PAINT PAVEMENT MARKING, YELLOW REFLECTIVE PAINT 305. REMOVE AND REINSTALL SIGNREMOVE AND REINSTALL SIGN

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FLATWORK, 6"

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ASPHALT PAVEMENT

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GAS

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1. 11" X 17" DRAWINGS ARE FULL SIZE. 11" X 17" DRAWINGS ARE FULL SIZE. 2. USE CAUTION AROUND ALL EXISTING UTILITIES AND PROTECT IN PLACE TO AVOID DAMAGE. ALL UTILITY LOCATIONS ARE APPROXIMATE AND FOR REFERENCE ONLY. USE CAUTION AROUND ALL EXISTING UTILITIES AND PROTECT IN PLACE TO AVOID DAMAGE. ALL UTILITY LOCATIONS ARE APPROXIMATE AND FOR REFERENCE ONLY. AND FOR REFERENCE ONLY. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. POTHOLE AS REQUIRED. 3. TREES, ON A CASE BY CASE BASIS, TO BE REMOVED AND REPLACED AT THE DISCRETION OF THE SLC URBAN FORESTER, AND ONLY WITH THE APPROVAL OF THE TREES, ON A CASE BY CASE BASIS, TO BE REMOVED AND REPLACED AT THE DISCRETION OF THE SLC URBAN FORESTER, AND ONLY WITH THE APPROVAL OF THE SLC PROJECT INSPECTOR. ARRANGE AN ON-SITE MEETING, (48 HOURS ADVANCE NOTICE REQUIRED) WITH BOTH, PRIOR TO CUTTING, TRIMMING, OR OTHERWISE WITH BOTH, PRIOR TO CUTTING, TRIMMING, OR OTHERWISE DISTURBING THE TREE OR THE TREE ROOTS. 4. VACUUM TRUCK TO BE USED (INSTEAD OF ROOT CUTTING) AT ENGINEER'S DISCRETION FOR ANY EXCAVATION EFFECTING TREE ROOTS. ARRANGE INSPECTION, 48 VACUUM TRUCK TO BE USED (INSTEAD OF ROOT CUTTING) AT ENGINEER'S DISCRETION FOR ANY EXCAVATION EFFECTING TREE ROOTS. ARRANGE INSPECTION, 48 HOURS IN ADVANCE TO ANY EXCAVATIONS WITHIN THE DRIP LINE OF THE TREE CANOPY. ANY EXCAVATIONS WITHIN THE DRIP LINE OF THE TREE CANOPY. EXCAVATIONS WITHIN THE DRIP LINE OF THE TREE CANOPY. 5. GRADUAL TRANSITION OF RUNNING AND CROSS SLOPES OF THE ROADWAY MAY BE NECESSARY TO MEET THE SLOPE OF THE NEXT CROSS SECTION OR THE GRADUAL TRANSITION OF RUNNING AND CROSS SLOPES OF THE ROADWAY MAY BE NECESSARY TO MEET THE SLOPE OF THE NEXT CROSS SECTION OR THE OF THE ROADWAY MAY BE NECESSARY TO MEET THE SLOPE OF THE NEXT CROSS SECTION OR THE CROSS SECTION OR THE SLOPE OF THE NEXT STREET INTERSECTION. 6. STREET LIGHT WIRES ARE NOT LOCATED BY BLUE STAKES. CONTACT DAVID PEARSON (STREET LIGHTING MANAGER AT 801-483-6738) PRIOR TO STREET LIGHT WIRES ARE NOT LOCATED BY BLUE STAKES. CONTACT DAVID PEARSON (STREET LIGHTING MANAGER AT 801-483-6738) PRIOR TO LIGHTING MANAGER AT 801-483-6738) PRIOR TO 801-483-6738) PRIOR TO CONSTRUCTION, AND WADE LONG (BLACK & McDONALD AT 801-381-9654) FOR LOCATES AND REPAIRS OF STREET LIGHT POWER LINES. 7. ALL MONUMENTS WITHIN CONSTRUCTION AREA ARE TO BE RESET BY CONTRACTOR ACCORDING TO SALT LAKE CITY STANDARDS. SALT LAKE COUNTY MONUMENT ALL MONUMENTS WITHIN CONSTRUCTION AREA ARE TO BE RESET BY CONTRACTOR ACCORDING TO SALT LAKE CITY STANDARDS. SALT LAKE COUNTY MONUMENT PERMIT IS REQUIRED. COORDINATE WITH THE SALT LAKE CITY SURVEYOR MIKE JONES (801-535-7973) 48 HOURS BEFORE CONSTRUCTION BEGINS. COORDINATE WITH THE SALT LAKE CITY SURVEYOR MIKE JONES (801-535-7973) 48 HOURS BEFORE CONSTRUCTION BEGINS. (801-535-7973) 48 HOURS BEFORE CONSTRUCTION BEGINS. ) 48 HOURS BEFORE CONSTRUCTION BEGINS. 8. ALL CONSTRUCTION SHALL COMPLY WITH PROJECT, APWA, AND/OR SALT LAKE CITY STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION SHALL COMPLY WITH PROJECT, APWA, AND/OR SALT LAKE CITY STANDARDS AND SPECIFICATIONS. 9. CONTRACTOR TO CONTACT LYNN JACOBS AT 801-535-6653, (MINIMUM OF 48 HOUR NOTICE) TO COORDINATE AND APPROVE ALL STRIPING AND SIGNAGE LAYOUT, CONTRACTOR TO CONTACT LYNN JACOBS AT 801-535-6653, (MINIMUM OF 48 HOUR NOTICE) TO COORDINATE AND APPROVE ALL STRIPING AND SIGNAGE LAYOUT, PRIOR TO ANY WORK BEING PERFORMED. 10. ACCORDING TO AVAILABLE GEOTECHNICAL REPORT, THE EXISTING ASPHALT ALONG THE LOCAL STREETS VARIES IN DEPTH. CONTRACTOR TO FIELD VERIFY ALL DEPTHS ACCORDING TO AVAILABLE GEOTECHNICAL REPORT, THE EXISTING ASPHALT ALONG THE LOCAL STREETS VARIES IN DEPTH. CONTRACTOR TO FIELD VERIFY ALL DEPTHS AS NECESSARY.

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ELECTRICAL BOX

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LIGHT POLE

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TREE

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SPRINKLER BOX

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POWER POLE

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WATER-METER

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ALIGNMENT

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PRIVATE UTILITY LINE - EXISTING

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BINDING ORDER

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PROJECT OWNER:

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SHEET TITLE:

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DRAWING FILE NAME:

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PREPARED BY:

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PROFESSIONAL SEAL:

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ENG .JOB #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 E-MAIL: WWW.SLCGOV.COM

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PREPARER #:

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IFAS NO.:

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P.U. JOB #:

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CAD FILE LOCATION:

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LAST ACCESSED:

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RDW25038

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LOCAL STREETS 2026 #2

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C. CAMPBELL

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J. COYLE, PE.

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SLC CORP.

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AutoCAD SHX Text \\SLCINAS\ENG\CIVIL TEAM A\2025\RDW25039 - LOCAL STREETS 2026 #2\2-DESIGN\ACAD\DWGS\LOCAL STREETS 2026 #2 RDW25039 CHANGES.DWG

6/3/2025 2:35:36 PM

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

PUBLIC SERVICES

I C

T Y

S A

T L A K

RDW25039

LOCAL STREETS

2026 #2

GENERAL

INFORMATION

PEDESTRIAN

BARRICADE

TYPICAL DETAILS

GI003

SIDEWALK CLOSED

AHEAD

SIDEWALK CLOSED

CROSS HERE

SIDEWALK CLOSED

USE OTHER SIDE

SIDEWALK CLOSED

USE OTHER SIDE

SIDEWALK CLOSED

AHEAD

SIDEWALK CLOSED

CROSS HERE

ADVANCED WARNING SIGN

SCALE: N.T.S.

PEDESTRIAN BARRICADE

SCALE: N.T.S.

WORK SITE PEDESTRIAN BARRICADES TYPICAL APPLICATION

SCALE: N.T.S.

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BINDING ORDER

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PROFESSIONAL SEAL:

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ENG .JOB #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 E-MAIL: WWW.SLCGOV.COM

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PREPARER #:

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IFAS NO.:

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CAD FILE LOCATION:

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LAST ACCESSED:

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RDW25038

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LOCAL STREETS 2026 #2

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C. CAMPBELL

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J. COYLE, PE.

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SLC CORP.

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AutoCAD SHX Text \\SLCINAS\ENG\CIVIL TEAM A\2025\RDW25039 - LOCAL STREETS 2026 #2\2-DESIGN\ACAD\DWGS\LOCAL STREETS 2026 #2 RDW25039 CHANGES.DWG

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6/3/2025 2:35:36 PM

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EXISTING SIDEWALK

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PROPERTY LINE

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TOP BACK OF CURB

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AHEAD

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CLOSED

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SIDEWALK

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SIDEWALK

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CLOSED

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5 FT.

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SUPPORT BAR

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%%UTOP VIEW

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%%USIDE VIEW

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%%UFRONT VIEW

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SUPPORT BAR

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RAIL FACE

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SIGN

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NO PROTRUSIONS

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

AutoCAD SHX Text 1" x 8" RAILS WITH ROUNDED EDGES

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ADD ADDITIONAL BARRICADES AS NECESSARY TO COMPLETELY CLOSE SIDEWALK

AutoCAD SHX Text PROTECT WORK ZONE USING BARRICADE STANDARDS SHOWN IN APWA'S "WORKZONE TRAFFIC CONTROL GUIDE"

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ISOLATE ALL CONSTRUCTIONS AREAS WITH PEDESTRIAN BARRICADES

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18"

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

PUBLIC SERVICES

I C

T Y

S A

T L A K

RDW25039

LOCAL STREETS

2026 #2

GENERAL

INFORMATION

TREE

PROTECTION

DETAILS

GI004

TREE PROTECTION

SCALE: N.T.S.

A ROOT PROTECTION

SCALE: N.T.S.

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BINDING ORDER

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SHEET IDENTIFIER:

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PROFESSIONAL SEAL:

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ENG .JOB #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 E-MAIL: WWW.SLCGOV.COM

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PREPARER #:

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IFAS NO.:

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P.U. JOB #:

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CAD FILE LOCATION:

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LAST ACCESSED:

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RDW25038

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LOCAL STREETS 2026 #2

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C. CAMPBELL

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J. COYLE, PE.

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SLC CORP.

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AutoCAD SHX Text \\SLCINAS\ENG\CIVIL TEAM A\2025\RDW25039 - LOCAL STREETS 2026 #2\2-DESIGN\ACAD\DWGS\LOCAL STREETS 2026 #2 RDW25039 CHANGES.DWG

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AutoCAD SHX Text SEE URBAN FORESTRY'S "TREE PROTECTION AND PRESERVATION POLICY" FOR ADDITIONAL TREE PROTECTION REQUIREMENTS SEE URBAN FORESTRY'S "TREE PROTECTION GUIDELINES FOR CONSTRUCTION SITES" IN PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS IF EXISTING IRRIGATION IS TEMPORARILY TURNED OFF/DAMAGED/REMOVED, PROVIDE EACH TREE WITH 20 GALLONS OF WATER, TWICE WEEKLY UNTIL IRRIGATION SYSTEM IS RESTORED URBAN FORESTRY CONTACT: 801-972-7818 URBANFORESTRY@SLC.GOV

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PLAN VIEW

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SECTION VIEW

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3' BELOW GRADE IS DEFINED AS THE TREE PROTECTION ZONE

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ESTABLISHING A TREE PROTECTION ZONE (TPZ) IN PARK STRIPS & RIGHT-OF-WAYS

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ROOT PROTECTION IN UTILITY TRENCH

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NOTES

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L (IN FEET) = 2 * DBH OR L IS TO ENCOMPASS TREE CROWN SPREAD

AutoCAD SHX Text DBH (IN INCHES) = DIAMETER AT BREAST HEIGHT (DIAMETER OF TRUNK 4.5 FEET ABOVE GRADE)

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TRUNK

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SIDEWALK

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TREE PROTECTION FENCE: 6' TALL, FREE-STANDING CHAIN LINK PANELS

AutoCAD SHX Text 11"X17" URBAN FORESTRY TREE PROTECTION ZONE SIGN LAMINATED IN PLASTIC AND PLACED ON EVERY CHAINLINK PANEL

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3-4" THICK LAYER OF MULCH IS REQUIRED ON BARE GROUND

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MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE

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CURB & GUTTER

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TREE PROTECTION FENCE

AutoCAD SHX Text STAGING AREA FOR EXCAVATED MATERIAL SHALL BE LOCATED ON THE SIDE FARTHEST AWAY FROM THE TREE

AutoCAD SHX Text EXCAVATE WITH SOFT DIGGING TECHNIQUES SUCH AS SOIL VAC OR AIR SPADE TO EXPOSE ROOTS, SMALL ROOTS LESS THAN 4" DIAMETER SHALL BE HAND PRUNED BY AN ARBORIST AS NEEDED FOR UTILITY INSTALLATION

AutoCAD SHX Text ROOTS LARGER THAN 4" DIAMETER SHALL BE PROTECTED AND REMAIN UNDISTURBED UNTIL URBAN FORESTER IS NOTIFIED AND PROVIDES DIRECTION REGARDING ROOT PRESERVATION OR CUTTING

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EXISTING ROOTS TO BE PROTECTED

AutoCAD SHX Text BACKFILL WITH CLEAN TOPSOIL AND COMPACT TO APPROX. 80% AROUND ROOTS, ENSURE NO AIR REMAINS AROUND ROOT

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ROOT PROTECTION MATTING OR MULCH LAYER

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EXISTING GRADE

UTILITY CONDUIT TO BE INSTALLED UNDER ROOTS, BACKFILL PER UTILITY REQUIREMENTS

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

PUBLIC SERVICES

I C

T Y

S A

T L A K

RDW25039

LOCAL STREETS

2026 #2

GENERAL

INFORMATION

TYPICAL ADA

CURB RAMP

ASSEMBLIES

GI005

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BINDING ORDER

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DATE

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DESCRIPTION

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PROJECT IDENTIFICATION:

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PREPARED BY:

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SHEET IDENTIFIER:

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PROFESSIONAL SEAL:

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ENG .JOB #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 E-MAIL: WWW.SLCGOV.COM

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PREPARER #:

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IFAS NO.:

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P.U. JOB #:

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CAD FILE LOCATION:

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LAST ACCESSED:

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RDW25038

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LOCAL STREETS 2026 #2

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C. CAMPBELL

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J. COYLE, PE.

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SLC CORP.

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AutoCAD SHX Text \\SLCINAS\ENG\CIVIL TEAM A\2025\RDW25039 - LOCAL STREETS 2026 #2\2-DESIGN\ACAD\DWGS\LOCAL STREETS 2026 #2 RDW25039 CHANGES.DWG

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6/3/2025 2:35:36 PM

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NOTES:

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(2) ALL CALLOUTS REFER TO 2017 APWA STANDARD PLANS

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(3) USE OF CURB RETURN ALTERNATES ARE AT ENGINEER'S DISCRETION

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(4) DETECTABLE WARNING SURFACE AS PER APWA PLAN 238

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- ASSEMBLY STYLES & PAVER STYLES AS PER INDIVIDUAL

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PROJECT ENGINEER

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APWA 235.3 EXAMPLE D OR APWA 235.4 EXAMPLE E

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APWA 236.3 EXAMPLE 5

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APWA 237 CUT THROUGH REFUGE ISLAND

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APWA 236.2 EXAMPLE 3 OR APWA 236.2 EXAMPLE 4

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APWA 235.2 EXAMPLE C

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APWA 235.1 EXAMPLE B

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APWA 236.1 EXAMPLE 1

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APWA 237 MEDIAN

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APWA 236.1 EXAMPLE 2

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APWA 235.1 EXAMPLE A

AutoCAD SHX Text D < 6'

AutoCAD SHX Text D > 6'

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PLOWABLE END SECTION

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HATCHING KEY:

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TURNING SPACE OR BLENDED TRANSITION

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DETECTABLE WARNING SURFACE

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PARKSTRIP

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(1) THIS SHEET IS TO BE USED AS A GENERAL REFERENCE FOR RAMP

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TYPE SELECTION ONLY

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TYPICAL ADA CURB RAMP ASSEMBLIES

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NOTES:

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(2) ALL CALLOUTS REFER TO 2017 APWA STANDARD PLANS

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(3) USE OF CURB RETURN ALTERNATES ARE AT ENGINEER'S DISCRETION

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(4) DETECTABLE WARNING SURFACE AS PER APWA PLAN 238

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- ASSEMBLY STYLES & PAVER STYLES AS PER INDIVIDUAL

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PROJECT ENGINEER

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APWA 235.3 EXAMPLE D OR APWA 235.4 EXAMPLE E

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APWA 236.3 EXAMPLE 5

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APWA 237 CUT THROUGH REFUGE ISLAND

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APWA 236.2 EXAMPLE 3 OR APWA 236.2 EXAMPLE 4

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APWA 235.2 EXAMPLE C

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APWA 235.1 EXAMPLE B

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APWA 236.1 EXAMPLE 1

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APWA 237 MEDIAN

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APWA 236.1 EXAMPLE 2

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APWA 235.1 EXAMPLE A

AutoCAD SHX Text D < 6'

AutoCAD SHX Text D > 6'

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PLOWABLE END SECTION

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HATCHING KEY:

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TURNING SPACE OR BLENDED TRANSITION

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DETECTABLE WARNING SURFACE

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PARKSTRIP

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(1) THIS SHEET IS TO BE USED AS A GENERAL REFERENCE FOR RAMP

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TYPE SELECTION ONLY

TYPICAL ADA CURB RAMP ASSEMBLIES

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

PUBLIC SERVICES

I C

T Y

S A

T L A K

RDW25039

LOCAL STREETS

2026 #2

GENERAL

INFORMATION

ROADWAY

CONSTRUCTION

DETAILS

GI006

RECLAIMED AGGREGATE (PULVERIZING DETAIL)

SCALE: N.T.S.

TYPICAL PULVERIZATION CROSS SECTIONS

SCALE: N.T.S.

CTYPICAL SUBGRADE STABILIZATION

SCALE: N.T.S.

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BINDING ORDER

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PROJECT OWNER:

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SHEET TITLE:

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DRAWING FILE NAME:

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DRAWN BY:

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CHECKED BY:

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REV

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DATE

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DESCRIPTION

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PROJECT IDENTIFICATION:

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PREPARED BY:

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SHEET IDENTIFIER:

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PROFESSIONAL SEAL:

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ENG .JOB #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 E-MAIL: WWW.SLCGOV.COM

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PREPARER #:

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IFAS NO.:

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P.U. JOB #:

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CAD FILE LOCATION:

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LAST ACCESSED:

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RDW25038

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LOCAL STREETS 2026 #2

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C. CAMPBELL

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J. COYLE, PE.

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SLC CORP.

AutoCAD SHX Text N/A

AutoCAD SHX Text \\SLCINAS\ENG\CIVIL TEAM A\2025\RDW25039 - LOCAL STREETS 2026 #2\2-DESIGN\ACAD\DWGS\LOCAL STREETS 2026 #2 RDW25039 CHANGES.DWG

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NAME OF STREET

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* RECLAIMED AGGREGATE WITH CEMENT STABILIZER, ASPHALT TO BE PULVERIZED, MIXED IN PLACE WITH SUBGRADE MATERIALS, INSTALLED IN PLACE, COMPACTED, AND MICRO-CRACKED. THE PROCESS INCLUDES REMOVAL AND DISPOSAL OF ALL EXCESS UNDERLYING MATERIALS CREATING AREA (Y) FOR PLACEMENT OF NEW PCCP OR ASPHALT.

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TABLE OF DIMENSIONS

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PER SECTION 31 05 13, COMPACTED

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EXCAVATED SOFT SUBGRADE

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TO 92%%% PER SECTION 31 23 26

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GRANULAR BACKFILL BORROW

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HIGH MARV WOVEN STABILIZATION

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SEPARATION GEOTEXTILE FABRIC

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PER SECTION 31 05 19

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TO BE AUTHORIZED ONLY BY ON SITE ENGINEER

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LIMITS AND DEPTH OF STABILIZATION EXCAVATION

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SUBGRADE ELEVATION

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OVERLAP

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3' MINIMUM

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PER SECTION 31 23 16

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SUBGRADE

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EXISTING ASPHALT PAVEMENT

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EXISTING ROAD BASE

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SUBGRADE

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EXISTING

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DESIGN

AutoCAD SHX Text C = EXCESS UNDERLYING SOILS FOR REMOVAL TO ACHIEVE DESIGN GRADES X = RECLAIMED AGGREGATE (CEMENT STABILIZER ADDED AFTER PULVERIZATION) Y = NEW ASPHALT PAVEMENT

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C = VARIES

AutoCAD SHX Text A

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TO BE REMOVED

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RECLAIMED AGGREGATE

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CHANCELLOR PLACE

AutoCAD SHX Text A + B + C = 8"

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HOLLYWOOD AVE - 1900 E TO 2000 E

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C = VARIES

AutoCAD SHX Text A + B + C = 8"

AutoCAD SHX Text 2% - 5%

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NORTH

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SOUTH

AutoCAD SHX Text 10.5'

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VARIES

2.5%%% - 5%%%

AutoCAD SHX Text 2.5%%% - 5%%%

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ELM AVE - 900 E TO MCCLELLAND ST

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C = VARIES

AutoCAD SHX Text 4"

AutoCAD SHX Text A + B + C = 8"

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C = VARIES

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AutoCAD SHX Text A + B + C = 6"

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KENSINGTON AVE - 2100 E TO 2200 E

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C4-OFFSET CROWN, KENSINGTON AVE

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C1-SHEET DRAIN, NO CROWN, CHANCELLOR PLACE

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EXISTING TYPE "G" CURB & GUTTER

AutoCAD SHX Text 4"

AutoCAD SHX Text 8'

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VARIES

AutoCAD SHX Text 2.5%%%

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C2-OFFSET CROWN, HOLLYWOOD AVE

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PROPOSED TYPE "A" CURB & GUTTER (TYPICAL)

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EXISTING TYPE "A" CURB & GUTTER (TYPICAL)

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PROPOSED TBC ELEVATIONS IN PROFILE

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AutoCAD SHX Text 2.5%%% - 5%%%

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C3-STANDARD CROWN, ELM AVE

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EXISTING TYPE "A" CURB & GUTTER (TYPICAL)

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TYPICAL 4" ASPHALT PAVEMENT OVER 8" CEMENT TREATED RECLAIMED AGGREGATE*

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TYPICAL 4" ASPHALT PAVEMENT OVER 8" CEMENT TREATED RECLAIMED AGGREGATE*

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TYPICAL 4" ASPHALT PAVEMENT OVER 8" CEMENT TREATED RECLAIMED AGGREGATE*

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TYPICAL 4" ASPHALT PAVEMENT OVER 8" CEMENT TREATED RECLAIMED AGGREGATE*

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NORTH

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SOUTH

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PROPOSED TBC ELEVATIONS IN PROFILE

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RECLAIMED AGGREGATE* WITH CEMENT STABILIZER

NEW PAVEMENT

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

PUBLIC SERVICES

I C

T Y

S A

T L A K

RDW25039

LOCAL STREETS

2026 #2

CONSTRUCTION

DETAILS

VARIOUS

CONSTRUCTION

DETAILS

DT101

WATER VALVE AND TEE REPLACEMENT

SCALE: N.T.S.

CURB TYPE S "MODIFIED"

SCALE: N.T.S.

RAISED PAVEMENT MARKER

SCALE: N.T.S.

PLOWABLE END SECTION

SCALE: N.T.S.

B CONCRETE BLOCK PAVER

SCALE: N.T.S.

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BINDING ORDER

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PROJECT OWNER:

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SHEET TITLE:

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DRAWING FILE NAME:

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DRAWN BY:

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CHECKED BY:

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REV

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DATE

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DESCRIPTION

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PROJECT IDENTIFICATION:

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PREPARED BY:

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SHEET IDENTIFIER:

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PROFESSIONAL SEAL:

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ENG .JOB #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 E-MAIL: WWW.SLCGOV.COM

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PREPARER #:

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IFAS NO.:

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P.U. JOB #:

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CAD FILE LOCATION:

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LAST ACCESSED:

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RDW25038

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LOCAL STREETS 2026 #2

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C. CAMPBELL

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J. COYLE, PE.

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SLC CORP.

AutoCAD SHX Text N/A

AutoCAD SHX Text \\SLCINAS\ENG\CIVIL TEAM A\2025\RDW25039 - LOCAL STREETS 2026 #2\2-DESIGN\ACAD\DWGS\LOCAL STREETS 2026 #2 RDW25039 CHANGES.DWG

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6/3/2025 2:35:36 PM

AutoCAD SHX Text 4'

AutoCAD SHX Text

NEW 12" CLASS 52 DUCTILE IRON PIPE

AutoCAD SHX Text CAST IRON TO DUCTILE IRON MJ x MJ COUPLING

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EXISTING 12" CAST IRON PIPE

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NEW 6" GATE VALVE WITH CAST IRON TRAFFIC RATED VALVE BOX COVER

AutoCAD SHX Text CAST IRON TO DUCTILE IRON MJ x MJ COUPLING

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EXISTING 6" CAST IRON PIPE

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NEW 6" CLASS 52 DUCTILE IRON PIPE

AutoCAD SHX Text NEW 12"x12"x6" TEE

AutoCAD SHX Text CAST IRON TO DUCTILE IRON MJ x MJ COUPLING

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NEW 12" CLASS 52 DUCTILE IRON PIPE

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EXISTING 12" CAST IRON PIPE

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REMOVE EXISTING VAULT

AutoCAD SHX Text 30"

AutoCAD SHX Text 6"

AutoCAD SHX Text R=2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 3"

AutoCAD SHX Text 7"

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EXISTING PAVEMENT

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REINFORCEMENT #6 @ 60" O.C.

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TYPE 2

AutoCAD SHX Text NOTES: 1. DO NOT PLACE REFLECTORS ON JOINTS. 2. PLACE REFLECTIVE SURFACE TO FACE APPROACHING TRAFFIC.

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EX PAVEMENT TO REMAIN

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LENGTH AS PER ENGINEER

AutoCAD SHX Text 14"

AutoCAD SHX Text 6"

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EX PAVEMENT TO REMAIN

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NEW ROADBASE AS PER ENGINEER

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PLOWABLE END

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CONCRETE FLATWORK PER CURBTYPE

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34" MAX

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PRISMATIC REFLECTOR

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DELINEATOR REFLECTOR

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BEDDING SAND AND DRAINAGE GEOTEXTILE

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DRAIN HOLE 12" DIAMETER

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BASE COURSE

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INSTALL JOINT SAND STABILIZER

CONCRETE BLOCK TRUNCATED DOME PAVER

R25.5'

R24.7'

ELEVATION

STATION

PROPOSED CENTERLINE

5010.0

5015.0

5020.0

5025.0

5030.0

5035.0

5040.0

5045.0

5050.0

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25

GRADE BREAK: STA:10+22.90

ELEV.=5019.61

GRADE BREAK: STA:10+63.91

ELEV.=5022.62

GRADE BREAK: STA:11+93.61

ELEV.=5036.67

GRADE BREAK: STA:12+76.97

ELEV.=5044.35

GRADE BREAK: STA:13+58.81

ELEV.=5050.30

GRADE BREAK: STA:13+90.17

ELEV.=5051.84

GRADE BREAK: STA:14+25.00

ELEV.=5052.43

S = 7.36%

S = 10.83%

S = 9.21%

S = 7.27%

S = 4.93% S = 1.69%BEGIN ASPHALT PAVING

END ASPHALT PAVING

MATCH EXISTING GRADE

REFERENCE KEYNOTES

LEGENDS

SHEET KEYNOTES

SALT LAKE CITY

CORPORATION

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

PUBLIC SERVICES

I C

T Y

S A

T L A K

RDW25039

LOCAL STREETS

2026 #2

CHANCELLOR

PLACE

CIVIL PAVING PLAN

ROADWAY

IMPROVEMENTS

CP101

KEY MAP

Feet 0 30 60

CURB AND GUTTER

FLATWORK, 6"

ADA DETECTABLE WARNING

WATERWAY

FLATWORK, 4"

ASPHALT PAVEMENT

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CHANCELLOR PLACE

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AutoCAD SHX Text W

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AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text W

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CHANCELLOR WAY

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FLOW LINE: EG: 5019.39' STA 10+24.75 OFFSET = 66.04

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FLOW LINE: EG: 5019.11' STA 10+13.88 OFFSET = -69.07

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SOUTH

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SHERWOOD DR

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ROXBURY

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CIRCLE

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SKYLINE

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EMERSON AVE

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ST MARY'S CIR

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ST MARY'S DR

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DEVONSHIRE CIR

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BONNEVILLE DR

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OAK HILLS

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JAREN CIR

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ALTON WAY

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STANSBURY WAY

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MERCEDES WAY

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AUGUSTA WAY

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VISTA VIEW

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CHANCELLOR

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LANCASTER DR

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SUNSET OAKS DR

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EAGLE

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CIR

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COMANCHE

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COMANCHE DR

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COMANCHE

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WILTON WAY

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CANTERBURY

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DEVONSHIRE

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VILLAGE

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NOTTINGHAM

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DRIVE

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INDIAN

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HILLS DR

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UTE DR

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BEACON

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SHERWOOD DR

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SHERWOOD

AutoCAD SHX Text 1700 S

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LINE

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HIAWATHA

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ROXBURY

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CIR

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KENSINGTON

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CIR

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CIR

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WAY

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OAK

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SUNSET

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CIR

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STEPHENSON

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APACHE

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CHEROKEE

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CIR

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AMABASSADOR WAY

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CHANCELLOR

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CIR

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OQUIRRH DR

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BROOK

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CIR

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CIR

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EMBASSY CIR

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HILL

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INDIAN

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AMBASSADOR WAY E

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CIR

AutoCAD SHX Text SCHEDULE 1 - GENERAL REQUIREMENTS 101. PROGRESS SCHEDULE PROGRESS SCHEDULE 102. TRAFFIC CONTROL TRAFFIC CONTROL 103. SWPPP SWPPP 104. PROJECT IDENTIFICATION SIGN PROJECT IDENTIFICATION SIGN 105. MOBILIZATION MOBILIZATION 106. INVERT COVER INVERT COVER 107. CONSTRUCTION SURVEY CONSTRUCTION SURVEY 108. LOCATE UTILITIES LOCATE UTILITIES SCHEDULE 2 - ROADWAY IMPROVEMENTS 201. SAW CUT ASPHALT PAVEMENT 202. SAW CUT FLATWORK 203. SAW CUT CURB AND GUTTER 204. REMOVE FLATWORK 205. REMOVE CURB AND GUTTER 206. REMOVE WATERWAY 207. REMOVE WATERWAY TRANSITION STRUCTURE 208. UNCLASSIFIED EXCAVATION 209. UNTREATED BASE COURSE 210. SUBGRADE STABILIZATION 211. CURB AND GUTTER, TYPE A 212. CURB AND GUTTER, TYPE G 213. ASPHALT PAVEMENT TIE-IN, 6" THICK, CLASS II 214. RECLAIMED AGGREGATE, 8" THICK 215. RECLAIMED AGGREGATE CEMENT STABILIZER 216. ASPHALT PAVEMENT, 4" THICK, CLASS II 217. FLATWORK, 4" THICK 218. FLATWORK, 6" THICK 219. DETECTABLE WARNING SURFACE 220. CURB, TYPE S "MODIFIED" 221. NOT USED 222. WATERWAY, 4' WIDE 223. WATERWAY TRANSITION STRUCTURE 224. PLOWABLE END SECTION 225. ADJUST MANHOLE COVER 226. ADJUST WATER VALVE BOX 227. RECONSTRUCT MANHOLE 228. TREE PROTECTION AS PER GI004 229. NOT USED 230. REMOVE CURB TYPE S "MODIFIED" 231. REMOVE PLOWABLE END 232. RESET TRUNCATED DOME PAVERS 233. REMOVE FIRE HYDRANT 234. FIRE HYDRANT 235. REMOVE TREE 236. TREE 2" CALIPER 237. REMOVE BOLLARD 238. REPLACE TEE 239. REPLACE WATER VALVE 240. REMOVE VAULT SCHEDULE 3 - SIGNAGE & STRIPING 301. PAVEMENT MARKING, SW12 - LINE, SOLID WHITE 12" 302. RAISED PAVEMENT MARKER, YELLOW 303. NOT USED 304. PAVEMENT MARKING, YELLOW REFLECTIVE PAINT 305. REMOVE AND REINSTALL SIGN

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SCALE: 1" = 30'

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ROADWAY IMPROVEMENTS: CHANCELLOR PLACE

AutoCAD SHX Text DRAWINGS ARE FULL SIZE AT 11"x17"

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BINDING ORDER

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PROJECT OWNER:

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SHEET TITLE:

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DRAWING FILE NAME:

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DRAWN BY:

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CHECKED BY:

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REV

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DATE

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DESCRIPTION

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PROJECT IDENTIFICATION:

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PREPARED BY:

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SHEET IDENTIFIER:

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PROFESSIONAL SEAL:

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ENG .JOB #:

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451 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111-2836 WWW.SLCGOV.COM

AutoCAD SHX Text 349…

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File details come from the government source that posted it. Updated Jan 9, 2026.