2-200 South Reconstruction Plan (Draft).pdf

PDF 1 MB Posted Nov 13, 2026

Attached to: IFB: 200 South: 900 E & 1300 E Traffic Signals and Bus Lanes
Solicitation number: 26-04074
Issued by: Utah

About this file

Written by GovTribe AI · Nov 13, 2026

This file is a draft civil paving plan prepared by Salt Lake City Corporation's Engineering Division for roadway improvements on 200 South between 1300 East and University Street (Project RDW26071). The document consists of detailed engineering drawings and specifications for the reconstruction of the 200 South corridor, including civil paving plans, profile views, and reference keynotes for roadway and utility work. The project encompasses roadway improvements such as asphalt pavement installation (6 inches thick, Class II), flatwork (4 and 6 inches thick), curb and gutter installation (Type "A"), and waterway structures. Additional work includes tree protection measures, saw cutting of existing pavement and curb, removal of existing flatwork and curb and gutter, unclassified excavation, untreated base course installation, and shared lane markings. Utility work comprises removal of existing fire hydrants and installation of new hydrant assemblies per APWA Plan 511. The document identifies alignment and centerline stations, elevation profiles, and construction details across multiple stations from 10+00 to 14+91.39 along the project corridor. The plan was drawn by D. Quach, P.E., and checked by J. Coyle, P.E., with revision 2.0 dated October 21, 2026, and is marked as a 70% design review draft not issued for construction.

The file does not contain pricing information, bid response dates, due dates, site visit requirements, bidders' meetings, award dates, contract terms, renewal options, set-asides, incumbent information, or funding sources. The document is preliminary in nature, as indicated by the "DRAFT - NOT ISSUED FOR CONSTRUCTION" designation, and serves as design documentation for the planned roadway reconstruction project. The CAD file location is identified as G:\CIVIL TEAM A\2026\RDW26071 - 200 SOUTH BETWEEN 1300 E AND UNIVERSITY STREET\2-DESIGN\ACAD\DWGS\200S-1300E TO UNIVERSITY 2.0.DWG, with an associated IFAS number FD7293.

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Other files

File	Type	Posted
5-Appendix IV - UTAs Quality Management Plan.pdf	PDF	Nov 13, 2026
6-Appendix V - UTAs Design Quality Procedures.pdf	PDF	Nov 13, 2026
4-110626 Certs and Assurances as of Nov. 6, 2026.docx	DOCX document	Nov 13, 2026
7-Appendix VI - UTAs Construction Safety and Security Program Manual.pdf	PDF	Nov 13, 2026
3-Specifications- 200 South 900 E 1300 E Traffic Signals and Bus Lanes- All specials 111026.pdf	PDF	Nov 13, 2026
8-26-04074 IFB 200 South TSP with SLC Plans.pdf	PDF	Nov 13, 2026
1-100 SLC 200 South Bus Lanes Plans Signed Reduced1.pdf	PDF	Nov 13, 2026

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ss s s s s s s ssssssssssssssss s s ssssssssssssssss s s s s s s s s sss s s s s s s s sdsdsdsdsdsdsd sd sd sd sd sd sd wtrwtr w tr w tr w tr wtr wtr wtrwtrwtrwtrwtrwtr w tr w tr w tr w tr w tr w tr w tr w tr w tr wtr wtr wtr wtrwtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr w tr w tr w tr wtrwtrwtrwtrwtrwtrwtrwtrwtrwtrwtrwtrwtrwtr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w trw tr w trw tr w tr w tr w tr w tr w tr w tr w tr

-4.4%

-4.5%

-2.

-1 .5

-3

-4.5% -5.4% -5.7%

-1 .5

R O

W ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

R O

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

R O

W R

O W

ROW ROW ROW

-2 .2

-4.5%

-3.6% -1.8%

-4.0% -1.2%

-3 .3

-2

-3 .6

-6 .9

-4.5%

-2 .6

-2

-2 .7

-2

-3 .7

-2

-3 .4

-2

-3 .3

-2

-1 .5

-6.0% -7.9% -7.0%-8.8% -2.5%

66.0'

R17.1'

R20.5'

ALIGNMENT=200 S CENTERLINE

STATION=10+66.35

OFFSET=0.22L

NORTHING=7447606.15

EASTING=1542383.82

STA:9+79.94

OFF:0.00'

U N

FEDERAL WAY

BUENO AVE

BUTLER

ALAMEDA AVE

D O

U G

THISTLE

VOYLES

ST EA

200 SOUTH

PROFILE VIEW OF : 200 S CENTERLINE , START STA: 10+00 , END STA: 13+00, VERTICAL SCALE 2:1

STA:10+00.00

ELE:4588.93

STA:10+18.02

ELE:4590.34

STA:11+87.28

ELE:4599.20

STA:10+40.93

ELE:4592.43

STA:10+72.00

ELE:4593.82

STA:11+03.73

ELE:4594.62

STA:11+32.45

ELE:4595.91 STA:12+60.76

ELE:4604.98

PROFILE VIEW OF : 200 S CENTERLINE , START STA: 10+00 , END STA: 13+00, VERTICAL SCALE 2:1PROFILE VIEW OF 200S NORTH TBC , START STA: 11+40 , END STA: 13+00, VERTICAL SCALE 2:1___

PROFILE VIEW OF 200S SOUTH TBC , START STA: 11+40 , END STA: 13+00, VERTICAL SCALE 2:1___

STA:11+40.68

ELE:4595.83

STA:11+67.37

ELE:4597.28

STA:11+96.44

ELE:4599.31

STA:12+28.71

ELE:4601.55

STA:12+66.24

ELE:4604.19

STA:13+00.00

ELE:4606.64

STA:11+60.22

ELE:4596.80

STA:11+95.43

ELE:4599.42

STA:12+50.03

ELE:4603.19

STA:13+00.00

ELE:4606.87

REFERENCE KEYNOTES

SITE ORIENTATION

REFERENCE KEYNOTES

LEGENDS

ROADWAY WORK

105. TREE PROTECTION, SEE GI007

110. SAW CUT FLATWORK

111. SAW CUT CURB & GUTTER

112. SAW CUT ASPHALT PAVEMENT

114. REMOVE FLATWORK

115. REMOVE CURB & GUTTER

120. RECLAIMED AGGREGATE, 8"

THICK

121. RECLAIMED AGGREGATE

CEMENT STABILIZER

123. UNCLASSIFIED EXCAVATION

128. UNTREATED BASE COURSE

129. ASPHALT PAVEMENT TIE-IN, 6"

THICK,CLASS II

131. ASPHALT PAVEMENT, 6"

THICK,CLASS II

133. FLATWORK, 4" THICK

134. FLATWORK, 6" THICK (INCLUDES

ADA RAMPS)

135. CURB & GUTTER, TYPE "A"

140. WATERWAY 4' WIDE

141. WATERWAY TRANSITION

STRUCTURE

143. ADJUST CLEANOUT BOX COVER

144. ADJUST MANHOLE COVER

145. ADJUST WATER VALVE BOX

170. SHARED LANE MARKINGS

UTILITY WORK

222. REMOVE EXISTING HYDRANT TO

THE MAIN

223. INSTALL NEW HYDRANT

ASSEMBLY PER APWA PLAN 511

SHEET KEYNOTESSHEET KEYNOTES

Feet 0 40 80

C H

C P1

+0 0.

6" FLATWORK

114,123,128(6"),134

4" FLATWORK

114,123,128(4"),133

6" ASPHALT

120(8"),121,131

CURB & GUTTER

115,123,128(8"),135

SALT LAKE CITY

CORPORATION

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

DEPARTMENT OF

COMMUNITY &

NEIGHBORHOODS

I C

T Y

S A

T L A K

CIVIL PAVING PLAN

ROADWAY

IMPROVEMENTS

200 SOUTH BETWEEN

1300 EAST AND

UNIVERSITY STREET

CP101

DETECTABLE

WARNING SURFACE

114,123,128(6"),132,134

LANDSCAPING

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200 SOUTH

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MATCH (E) TBC

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MATCH (E) TBC

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MATCH (E) TBC

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MATCH (E) TBC

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BINDING ORDER

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PROJECT OWNER:

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DRAWING FILE NAME:

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DRAWN BY:

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CHECKED BY:

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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.SLC.GOV

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLC.GOV/ENGINEERING

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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 SAVED:

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SLC CORP.

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AutoCAD SHX Text G:\CIVIL TEAM A\2026\RDW26071 - 200 SOUTH BETWEEN 1300 E AND UNIVERSITY STREET\2-DESIGN\ACAD\DWGS\200S- 1300E TO UNIVERSITY 2.0.DWG

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RDW26071

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D. QUACH, P.E.

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J. COYLE, P.E.

AutoCAD SHX Text 1.0

AutoCAD SHX Text 4/24/26

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40% REVIEW

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10/9/2026 4:45:01 PM

AutoCAD SHX Text 2.0

AutoCAD SHX Text 10/21/26

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70% REVIEW

AutoCAD SHX Text 1310 E

CK4573

Text Box

DRAFT - NOT ISSUED FOR CONSTRUCTION

FD7293

Information Only

200 SOUTH FROM UNIVERSITY

ssssssssssss sssssssssssssssssssssssssss s s s s s s s s s sss sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd sd wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr wtr w tr w tr wtrwtrwtrwtrwtrwtrwtrwtrwtrwtrwtrwtrwtrwtr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr w tr

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

R O

ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW

R O

-2.4%

-3 .3

-2

-3 .6

-6 .9

-1 .7

%-3 .7

-2

-3 .4

-2

-3 .1

-2

-2 .2

-2

-7.0%

-2 .5

-6.6%

-0 .5

-3 .6

ALIGNMENT=200 S CENTERLINE

STATION=14+91.39

OFFSET=0.00

NORTHING=7447604.50

EASTING=1542808.85

-6.3%

STA:14+74.21

OFF:0.03'L

-0 .5

PROFILE VIEW OF : 200 S CENTERLINE , START STA: 13+00 , END STA: 16+00, VERTICAL SCALE 2:1

PROFILE VIEW OF : 200 S CENTERLINE , START STA: 13+00 , END STA: 16+00, VERTICAL SCALE 2:1PROFILE VIEW OF 200 S NORTH TBC , START STA: 13+00 , END STA: 14+40, VERTICAL SCALE 2:1___

STA:14+69.97

ELE:4618.55

STA:14+72.29

ELE:4618.64STA:13+55.83

ELE:4611.63

STA:14+57.63

ELE:4618.36

PROFILE VIEW OF 200 S SOUTH TBC , START STA: 13+00 , END STA: 14+40, VERTICAL SCALE 2:1___

STA:13+13.26

ELE:4607.61

STA:13+45.93

ELE:4609.98

STA:13+85.94

ELE:4612.88

STA:14+14.46

ELE:4614.95

STA:14+33.04

ELE:4616.30

STA:14+44.01

ELE:4617.30

STA:13+10.07

ELE:4607.61

STA:13+48.87

ELE:4610.46

STA:13+95.40

ELE:4613.52

STA:14+39.22

ELE:4616.76

U N

FEDERAL WAY

BUENO AVE

BUTLER

ALAMEDA AVE

D O

U G

THISTLE

VOYLES

ST EA

200 SOUTH

Feet 0 40 80

C H

C P1

+0 0.

SALT LAKE CITY

CORPORATION

ENGINEERING DIVISION

SALT LAKE CITY

CORPORATION

DEPARTMENT OF

COMMUNITY &

NEIGHBORHOODS

I C

T Y

S A

T L A K

CIVIL PAVING PLAN

ROADWAY

IMPROVEMENTS

200 SOUTH BETWEEN

1300 EAST AND

UNIVERSITY STREET

CP102

REFERENCE KEYNOTES

SITE ORIENTATION

REFERENCE KEYNOTES

LEGENDS

ROADWAY WORK

105. TREE PROTECTION, SEE GI007

110. SAW CUT FLATWORK

111. SAW CUT CURB & GUTTER

112. SAW CUT ASPHALT PAVEMENT

114. REMOVE FLATWORK

115. REMOVE CURB & GUTTER

120. RECLAIMED AGGREGATE, 8"

THICK

121. RECLAIMED AGGREGATE

CEMENT STABILIZER

123. UNCLASSIFIED EXCAVATION

128. UNTREATED BASE COURSE

129. ASPHALT PAVEMENT TIE-IN, 6"

THICK,CLASS II

131. ASPHALT PAVEMENT, 6"

THICK,CLASS II

133. FLATWORK, 4" THICK

134. FLATWORK, 6" THICK (INCLUDES

ADA RAMPS)

135. CURB & GUTTER, TYPE "A"

140. WATERWAY 4' WIDE

141. WATERWAY TRANSITION

STRUCTURE

143. ADJUST CLEANOUT BOX COVER

144. ADJUST MANHOLE COVER

145. ADJUST WATER VALVE BOX

170. SHARED LANE MARKINGS

UTILITY WORK

222. REMOVE EXISTING HYDRANT TO

THE MAIN

223. INSTALL NEW HYDRANT

ASSEMBLY PER APWA PLAN 511

SHEET KEYNOTESSHEET KEYNOTES

6" FLATWORK

114,123,128(6"),134

4" FLATWORK

114,123,128(4"),133

6" ASPHALT

120(8"),121,131

CURB & GUTTER

115,123,128(8"),135

DETECTABLE

WARNING SURFACE

114,123,128(6"),132,134

LANDSCAPING

6" FLATWORK, RED,

STAMPED

114,123,128(8"),136

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MATCH (E) TBC

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MATCH (E) TBC

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MATCH (E) TBC

AutoCAD SHX Text 1320 E

AutoCAD SHX Text 170 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

AutoCAD SHX Text

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.SLC.GOV

AutoCAD SHX Text 349 SOUTH 200 EAST, SUITE 100 SALT LAKE CITY, UTAH 84111-2836 TELEPHONE: 801-535-7961 FAX: 801-535-6093 WWW.SLC.GOV/ENGINEERING

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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 SAVED:

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SLC CORP.

AutoCAD SHX Text N/A

AutoCAD SHX Text G:\CIVIL TEAM A\2026\RDW26071 - 200 SOUTH BETWEEN 1300 E AND UNIVERSITY STREET\2-DESIGN\ACAD\DWGS\200S- 1300E TO UNIVERSITY 2.0.DWG

AutoCAD SHX Text

RDW26071

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D. QUACH, P.E.

AutoCAD SHX Text

J. COYLE, P.E.

AutoCAD SHX Text 1.0

AutoCAD SHX Text 4/24/26

AutoCAD SHX Text

40% REVIEW

AutoCAD SHX Text

10/9/2026 4:45:01 PM

AutoCAD SHX Text 2.0

AutoCAD SHX Text 10/21/26

AutoCAD SHX Text

70% REVIEW

CK4573

Text Box

DRAFT - NOT ISSUED FOR CONSTRUCTION

FD7293

Information Only

Sheets and Views

200S- 1300E to University 2.0-COVER

200S- 1300E to University 2.0-GI001

200S- 1300E to University 2.0-GI002

200S- 1300E to University 2.0-GI003

200S- 1300E to University 2.0-GI004

200S- 1300E to University 2.0-GI005

200S- 1300E to University 2.0-cp101

200S- 1300E to University 2.0-cp102

File details come from the government source that posted it. Updated Nov 13, 2026.