3-Life on State Plans.pdf

c p w w o r k i n g l o c h n e r s l c g c l i n e d a

T i t l e S h e e t .d g n

Sigurd

GREAT

SALT

LAKE

U T

A H

L A

K E

SEVIER

LAKE

L A

K E

P O

W E L L

C O L O

R A D

O

SAN

JUAN

RIVER

G R

E E

N

R

IV

E R

R

IV

E R

G R

E E

N

R

IV

E R

FLAMING

GORGE

BEAR

LAKE

BRIGHAM

CITY

6 50

31 10

KANAB

Antimony

Mt.Carmel Jct.

Junction

Panguitch

Hurricane

BEAVER

PAROWAN

Milford

Minersville

Kanosh

Meadow

FILLMORE

Hinckley

Delta

Marysvale

Cove Fort

Salina

Holden

Mayfield

Gunnison

MANTI

Monroe

RICHFIELD

LOA

Clear Creek

Scofield

Helper

PRICE

Huntington

Castle Dale

Ferron

Emery

East Carbon

Sunnyside

Boulder

Bicknell

Torrey

Tropic

Escalante

Wellington

Hanksville

Wendover

Dugway

Grantsville

TOOELE

NEPHI

HEBER

PROVO

Orem

Springville

Spanish Fork

Payson

Santiquin

Ephriam

Moroni

Fountian

Green

Mt.

Pleasent

Riverton

Lehi

Park

City

Eureka

Fairview

COALVILLE

Wanship

SALT

LAKE

Sandy

EchoMORGAN

Henefer

Roy

Clearfield

Bountiful

Farmington

Kaysville

North

Ogden

OGDEN

U I N T A H

S U M M I T

D U C H E S N E

C A R B O N

G R A N D

E M E R Y

S A N J U A N

K A N E

G A R F I E L D

B O X E L D E R

T O O E L E

J U A B

M I L L A R D

B E A V E R

I R O N

D A G G E T T

W A Y N E

S E V I E R

R I C H

C A C H E

U

T

A

H

W A S A T C H

M O R G A N

W E B E R

D A V I S

LAKE

SALT Kamas

S A N P E T E

Snowville

Tremonton

W A S H I N G T O N

P I U T E

Levan

MANILA

Neola

Myton

Bonanza

Green River

MOAB

MONTICELLO

Blanding

Bluff

Mexican

Hat

CiscoThompson Sp.

Crescent Jct.

RANDOLPH

Woodruff

LOGAN

Smithfield

Garden City

U.D.O.T. 1995

I D A H O

W Y O M I N G

A R I Z O N A

N

E

V

D

C

O

L

R

VERNAL

Jensen

DUCHESNE

Roosevelt

Naples

City

Cedar

Enterprise

ST.

GEORGE

(Inch-Pound Units)

U.S. Standard Units

OTHERWISE NOTED

ALL UNITS IN FEET UNLESS

NO.

SHEET

SEE SHEET 1-A FOR INDEX TO PLAN

UTAH

STATE OF

MAJOR HIGHWAYS

UTAH DEPARTMENT OF TRANSPORTATION

DESIGN ENGINEER

VERIFIED FOR SUBMISSION FOR ADVERTISEMENT

N

SALT LAKE COUNTY

S

O U

T H

LENGTH 0.38 MILES

UDOT SPECIFICATION 00820M.

WITHIN THIRTY FEET OF WORK. PER

GOVERNMENT SURVEY MONUMENT

OBTAIN COUNTY PERMIT FOR ANY 1.

NOTES:

SAFETY ENHANCEMENTS, LANDSCAPING

STATE STREET

S

O U

T H

200 EAST

MAIN STREET

WEST TEMPLE

300 EAST

S

O U

T H

CITY ENGINEER, SOUTH SALT LAKE

PROJECT LOCATION

LIFE ON STATE; SOUTH SALT LAKE

125+00.00

N 434647.828

E 533082.611

END PROJECTBEGIN PROJECT

E 533071.581

N 432547.855

104+00.00

I-

S

T

ATE OF UTA

HSEAL

ELECTRONIC

P R

O F

E

S

SI

ONAL EN

G

IN

E

E R

CLINE

EUGENE

No. 368475

03/16/2026

G

B

B

1-B

S

IG

N A

T U

R E

S

CONTAINING THIS SIGNATURE

THIS SEAL APPLIES TO ALL SHEETS

CONTAINING THIS SIGNATURE

THIS SEAL APPLIES TO ALL SHEETS

H.W. LOCHNER, INC.H.W. LOCHNER, INC.

EUGENE CLINE BRAD J. LUCAS

STATE OF UTA

H

SEAL

ELECTRONIC

P R

O F

E

S

SI

ONAL EN

G

IN

E

E R

LUCAS

BRAD J.

No. 8002197

03/16/2026

S

T

ATE OF UTA

HSEAL

ELECTRONIC

P R

O F

E

S

SI

ONAL EN

G

IN

E

E R

CLINE

EUGENE

No. 368475

03/16/2026

/1

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SHEET NO.

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IF

E O

N S

T A

SIGN (SINGLE POST)

SIGN (DOUBLE POST)

LIGHT POLE

POWER SOURCE

MAIL BOX

MANHOLE ELECTRIC

SILT FENCE

STRAW BALE

BUILDING

JUNCTION BOX STREET LIGHT

MANHOLE SANITARY SEWER

MANHOLE TELEPHONE

MANHOLE WATER

VEGETATION LINE

MANHOLE GAS

MANHOLE STORM DRAIN

RIGHT OF WAY MARKER

MONUMENT

UNDERGROUND SERVICE PED

CURB RETURN RADIUS

ATMS CABINET

RAILROAD

PARCEL BALLOON

UTILITY POLE

STORM DRAIN

SANITARY SEWER

WATER

FIBER OPTICS

GAS

ELECTRIC BURIED

FENCE, WIRE

FENCE, WOOD

GUARDRAIL

IRRIGATION

FENCE, CHAIN LINK

FLOW LINE

CONDUIT

SURFACE FEATURE LINE STYLES SUBSURFACE/OVERHEAD LINE STYLES

HORIZONTAL CURVE (#)

JUNCTION BOX

METER

SIGN, GAS

TREE

SEDIMENT BARRIER

TEMPORARY BERM CABLE OVERHEAD

HORIZONTAL/VERTICAL P.I.

HORIZONTAL/VERTICAL CURVE POINT

TELEPHONE BURIED

CABLE BURIED

PETROLEUM

ELECTRIC OVERHEAD

TELEPHONE OVERHEAD

SIGNAL LINE STYLES

RIGHT OF WAY LINE STYLES

PROPERTY LINE

CITY BOUNDARY LINE

SECTION LINE

QUARTER SECTION LINE

40 ACRE LINE

HIGHWAY R/W

PERPETUAL EASEMENT

TEMPORARY EASEMENT

FRONTAGE ROAD R/W

CUT CATCH LINE

FILL CATCH LINE

HWY NO-ACCESS LINE

HWY R/W & NO-ACCESS LINE

HWY LIMITED-ACCESS LINE

HWY R/W & LIMITED-ACCESS LINE

RAILROAD R/W LINE

POWER SOURCE CIRCUIT

SIGNAL CIRCUIT

LIGHTING CIRCUIT

VIDEO DETECTION CIRCUIT

RADAR DETECTION CIRCUIT

PREEMPTION CIRCUIT

PEDESTRIAN CIRCUIT

PUSH BUTTON CIRCUIT

DETECTION CIRCUIT

FUTURE CONDUIT

CABLE BARRIER

PIPE CULVERT

24:E

A

WITHIN A LEGEND.

ADDITIONAL LINE STYLES NOT SHOWN HERE ARE SHOWN ON THEIR RESPECTIVE SHEETS

THE LINE STYLES AND SYMBOLS CONTAINED HEREIN ARE NOT ALL INCLUSIVE. ANY

NOTE:

CONCRETE BARRIER

B T

B

1-C

G

PS

MG

MSD

ME

MSS

MT

MW

UP

Fence, Wire Existing

Fence, Wood Existing

Gate Post

Cable Buried Existing

Fiber Optics Existing

Telephone Buried Existing

Water Existing

Gas Existing

Guardrail Existing

River Existing

Storm Drain Existing

Ditch Irrigation

Fence, Chain Link Existing

Cable TV Box

Fire Hydrant

Water Well

Center Line

Bench Mark

Signal Pole Existing

Irrigation Existing

Stone Lined Channel

Guy Wire or Anchor

Flow Line Existing

Conduit Existing

Valve

Cable Overhead Existing

Electric Buried Existing

Petroleum Existing

Sanitary Sewer Existing

Electric Overhead Existing

Telephone Overhead Existing

Power Source Circuit Existing

Existing No-Access Line

Existing R/W & No-Access Line

Existing Limited-Access Line

Existing R/W & Limited-Access Line

Existing Highway R/W

Existing Perpetual Easement

Existing Frontage Road R/W

Existing Railroad R/W Line

Signal Circuit Existing

Pedestrian Circuit Existing

Push Button Circuit Existing

Future Conduit Existing

Lighting Circuit Existing

Video Detection Circuit Existing

Radar Detection Circuit Existing

Preemption Circuit Existing

Detection Circuit Existing

Section Corner Found

Section Corner Not Found

Pipe Culvert Existing

Electrical Transformer

Geotech Drill Hole

SUE Test Hole

Delineator

TH #

Concrete Barrier Existing

LINE STYLES SYMBOLS

PROJECT SPECIFIC SYMBOLS AND LINE STYLES

SAWCUT / PAVEMENT CUTTING

GP

B M

LC

A B

B R

E V

IA

T

IO

N S A

N D L

E G

E N

D

NOISE WALL/PRIVACY WALL

RETAINING WALL

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Y f i l e s

L O

C H

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R

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N O

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N S

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HC-01

R

IZ

O N

T A

L C

O N

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N

G C

STATE STREET

N 00°12'51" E N 00°07'24" W N 00°20'13" E

125+00.00

N 434647.828

E 533082.611

END PROJECT

E 533075.409

N 433422.848

PI 112+75.00

E 533075.538

N 433362.849

PI 112+15.00

BEGIN PROJECT

E 533071.581

N 432547.855

104+00.00

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SS-03

DR-03

RMV-03

RD-03

CROSS REFERENCE

SS-04

DR-04

RMV-04

RD-04

CROSS REFERENCE

UT-A01

RD-A01

RMV-A01

SS-01

DR-01

RMV-01

RD-01

CROSS REFERENCE

UT-A02

RD-A02

RMV-A02

SS-02

DR-02

RMV-02

RD-02

CROSS REFERENCE

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Existing Typical Section 1

TYPICAL SECTION 2

107+71.45 TO 124+01.52

State Street

CLEAR ZONE 14'

DESIGN SPEED 40 MPH

108+23.00 TO 111+42.52

LC

MedianExisting Travel LaneExisting Travel LaneExisting Travel LaneExisting Travel Lane Median Existing Travel Lane Existing Travel Lane Existing Travel Lane

Shoulder

Existing

Concrete curb Concrete curb

Curb and Gutter

Parkstrip/Sidewalk

Curb and Gutter

Parkstrip/Sidewalk

Varies Varies Varies

Varies Varies

Varies Varies Varies

9.55 10.84-10.90 11.00-11.20 13.00 4.00 11.10-11.90

0.00-2.09 0.00-6.42

6.4611.44-11.7810.28-10.9010.37

M E

D

IA

N

Curb and Gutter

Parkstrip/Sidewalk

Existing Travel Lane Existing Travel Lane Existing Travel Lane

Shoulder

Existing

VARIES

Varies Varies

M E

D

IA

N

0.00-4.67 0.00-4.18

LC

M E

D

IA

N

VARIES

0.00-11.33

0.00-3.82

VARIES

Curb and Gutter

Sidewalk

Parkstrip/

8.67 TO 9.00

Shoulder

Existing Existing Travel LaneExisting Travel LaneExisting Travel Lane

0.00-7.89

VARIES

Existing Shoulder Existing Travel Lane Existing Travel Lane Existing Travel Lane Existing Travel Lane Existing Travel Lane Existing Travel Lane Existing Shoulder

11.0011.0011.009.00 9.0011.0011.0011.00

9.0011.0011.0011.0011.0011.0011.009.00

(BACK TO BACK)

CONCRETE CURB TYPE B5 REQ'D

(BACK TO BACK)

CONCRETE CURB TYPE B5 REQ'D

4.00

4.00 oncrete CurbC

T S -0

A

N D T

S -0

S E

E S

ID

E T

R E

A T

M E

N T D

E T

A

IL

S

M A

T C

H L

IN

E

T S -0

A

N D T

S -0

S E

E S

ID

E T

R E

A T

M E

N T D

E T

A

IL

S

M A

T C

H L

IN

E

Turn Lane

0.00-3.22

4.00

TURN LANE

4.00

TURN LANE

4.00

Turn Lane/Median

Existing

0.00 TO 11.00

TYPICAL SECTION 1

CLEAR ZONE 14'

DESIGN SPEED 40 MPH

107+71.45 TO 108+23.00

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

PAVE CUT

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

PAVE CUT

LC

INFORMATION AND REQUIREMENTS.

FOR INFORMATION ONLY. SEE SS SERIES FOR STRIPING

LANE WIDTHS REPRESENT THE TYPICAL CONDITION AND IS

INFORMATION AND REQUIREMENTS.

FOR STATION RANGE. SEE GR SERIES FOR ADDITIONAL

DIMENSIONS REPRESENT MINIMUM AND MIXIMUM WIDTH

FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

TIE-IN SLOPE VARIES. SEE GR SERIES SHEETS

3.

1.

NOTES:

VARIES

G C

B T

B

TS-01

T Y

P

IC

A L S

E C

T

IO

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N G

IN

E E

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H E

C K

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Y

Q C

D R

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N B

Y f i l e s

L O

C H

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R

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N O

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S O

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A L T L

A K

E

S O

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A L

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A K

E L

IF

E O

N S

T A

T E

TYPICAL SECTION 3

CLEAR ZONE 14'

DESIGN SPEED 40 MPH

120+13.10 TO 121+01.28

116+63.86 TO 118+23.93

111+42.52 TO 111+81.53

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

LC

M E

D

IA

N

VARIES

0.00-7.50 0.00-3.50

VARIES

Existing Travel LaneExisting Travel LaneExisting Travel LaneExisting Travel Lane Existing Travel Lane Existing Travel LaneExisting Shoulder

Varies

VARIES

4.00

4.00-9.5911.0011.0011.00

SHOULDER

11.0011.0011.009.00

Concrete Curb

4.00

TURN LANE

0.00-11.004.00

3.67- Varies

TYPICAL SECTION 4

CLEAR ZONE 14'

DESIGN SPEED 35 MPH

111+81.53 TO 112+48.09

PAVE CUT

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

PAVE CUT

HMA - 1/2 INCH - PG 64-34

OPEN GRADED SURFACE COURSE - PG 58-28

INFORMATION AND REQUIREMENTS.

FOR INFORMATION ONLY. SEE SS SERIES FOR STRIPING

LANE WIDTHS REPRESENT THE TYPICAL CONDITION AND IS

INFORMATION AND REQUIREMENTS.

FOR STATION RANGE. SEE GR SERIES FOR ADDITIONAL

DIMENSIONS REPRESENT MINIMUM AND MIXIMUM WIDTH

REQUIREMENTS.

ELEVATION, AND ADDITIONAL INFORMATION AND

CROSS SLOPE VARIES. SEE GR SERIES FOR GRADE,

FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

TIE-IN SLOPE VARIES. SEE GR SERIES SHEETS

4.

3.

1.

NOTES:

LC

M E

D

IA

N

VARIES

0.00-7.50 0.00-3.50

VARIES

2 2

4.00

Existing Travel LaneExisting Travel LaneExisting Travel LaneExisting Travel Lane Existing Travel Lane Existing Travel Lane

Existing Concrete Curb

VARIES

Varies

VARIES

4.00

SOULDERSHOULDER

11.0011.0011.005.18-8.94 4.00-9.5911.0011.0011.00

T S -0

A

N D T

S -0

S E

E S

ID

E T

R E

A T

M E

N T D

E T

A

IL

S

M A

T C

H L

IN

E

T S -0

A

N D T

S -0

S E

E S

ID

E T

R E

A T

M E

N T D

E T

A

IL

S

M A

T C

H L

IN

E

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A

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TURN LANE

0.00-11.004.00

3.67- VARIES

PAVE CUT

PAVE CUT

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

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ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

TRAVEL LANE TRAVEL LANETRAVEL LANESHOULDER TRAVEL LANE TRAVEL LANE TRAVEL LANE SHOULDER

SAWCUT

SAWCUT

MEDIAN

1.17 1.17

LC

VARIES

11.0011.0011.004.00-8.34

VARIES

SEE LANDSCAPE PLANS

(PLAN QUANTITY)

ROADWAY EXCAVATION

TURN LANE

4.00 4.00

4.00-9.5711.0011.0011.00

TYPE B4 PAY ITEM)

(INCLUDED IN CONCRETE CURB

ROADWAY EXCAVATION

CURB TYPE B4 REQ'D

CONCRETE

0.00-8.50 0.00-7.91

VARIES VARIES

8.00-15.5

VARIES

7.00-7.50

VARIES

TYPICAL SECTION 5

CLEAR ZONE 14'

DESIGN SPEED 40 MPH

118+23.93 TO 120+13.10

112+91.56 TO 114+55.59

PAVE CUTPAVE CUT

LC

MEDIAN CONFIGURATION.

SEE RD AND SS SERIES SHEETS FOR TURN LANE AND

HMA - 1/2 INCH - PG 64-34

OPEN GRADED SURFACE COURSE - PG 58-28

INFORMATION AND REQUIREMENTS.

FOR INFORMATION ONLY. SEE SS SERIES FOR STRIPING

LANE WIDTHS REPRESENT THE TYPICAL CONDITION AND IS

INFORMATION AND REQUIREMENTS.

FOR STATION RANGE. SEE GR SERIES FOR ADDITIONAL

DIMENSIONS REPRESENT MINIMUM AND MIXIMUM WIDTH

REQUIREMENTS.

ELEVATION, AND ADDITIONAL INFORMATION AND

CROSS SLOPE VARIES. SEE GR SERIES FOR GRADE,

FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

TIE-IN SLOPE VARIES. SEE GR SERIES SHEETS

4.

3.

1.

NOTES:

Existing Travel LaneExisting Travel LaneExisting Travel LaneExisting Travel Lane Existing Travel Lane Existing Travel Lane

Varies Varies

SHOULDER

112+89.93 TO 113+63.36 118+23.93 TO 120+13.10

114+18.53 TO 114+51.50

Existing Shoulder

11.0011.0011.009.00 4.00-9.8211.0011.0011.00

4.00

T S -0

A

N D T

S -0

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A

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A

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A

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S

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IN

E

MEDIAN AND TURN LANE

14.67-15.50

7.00-7.50 7.50-8.50

VARIES

Varies

TYPICAL SECTION 6

CLEAR ZONE 14'

DESIGN SPEED 40 MPH

114+55.59 TO 116+63.86

PAVE CUT

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5

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HMA - 1/2 INCH - PG 64-34

OPEN GRADED SURFACE COURSE - PG 58-28

INFORMATION AND REQUIREMENTS.

FOR INFORMATION ONLY. SEE SS SERIES FOR STRIPING

LANE WIDTHS REPRESENT THE TYPICAL CONDITION AND IS

INFORMATION AND REQUIREMENTS.

FOR STATION RANGE. SEE GR SERIES FOR ADDITIONAL

DIMENSIONS REPRESENT MINIMUM AND MIXIMUM WIDTH

REQUIREMENTS.

ELEVATION, AND ADDITIONAL INFORMATION AND

CROSS SLOPE VARIES. SEE GR SERIES FOR GRADE,

FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

TIE-IN SLOPE VARIES. SEE GR SERIES SHEETS

4.

3.

1.

NOTES:

LC

xisting curbE

8.502.50

Existing Travel Lane Existing Travel Lane Existing Travel LaneExisting Travel Lane Existing Travel Lane

Lane

Existing Travel

Lane

Existing Turn

E x is ti n g M e d ia nExisting Shoulder

Varies

Varies

T S -0

A

N D T

S -0

S E

E S

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4.00

11.0011.0011.009.00 9.25-9.3711.0011.0011.00

Varies

Lane

Existing Turn

4.10

3.68-

10.37-10.87

TYPICAL SECTION 7

CLEAR ZONE 14'

DESIGN SPEED 40 MPH

121+01.28 TO 124+01.37

PAVE CUT

123+70.28 TO 124+01.37

ROADWAY EXCAVATION (PLAN QUANTITY) REQ'D

GRANULAR BORROW (PLAN QUANTITY) REQ'D (12" THICK)

UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (6" THICK)

HMA - 1/2 INCH REQ'D (7" THICK) SEE NOTE 5

OPEN GRADED SURFACE COURSE REQ'D (1" THICK) SEE NOTE 5 G

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(TYP)

Existing grade

TYPE B4 REQ'D

CONCRETE CURB

(TYP)

Existing grade

WALL REQ'D

CONCRETE CURB

CONCRETE FLATWORK (4" THICK) REQ'D

FLATWORK (4" THICK) PAY ITEM)

ROADWAY EXCAVATION (INCLUDED IN CONCRETE

CONCRETE FLATWORK (4" THICK) REQ'D

FLATWORK (4" THICK) PAY ITEM)

ROADWAY EXCAVATION (INCLUDED IN CONCRETE

2.50

SIDE TREATMENT - E

2% (MAX)

VARIES

EMBANKMENT

(PLAN QUANTITY) REQ'D

ROADWAY EXCAVATION

6:1 3 4

3:1 OR FLATTER 3

4.0 TO 9.8

VARIES

3.5 TO 9.7

VARIES

PARK STRIP

AND GUTTER TYPE B1 PAY ITEM)

ROADWAY EXCAVATION (INCLUDED IN CONCRETE CURB

SIDE TREATMENT - F

2.50

2% (MAX)

VARIES

EMBANKMENT

4.0 TO 9.8

VARIES

3.5 TO 9.7

VARIES

PARK STRIP

CONCRETE CURB AND GUTTER TYPE B1

AND GUTTER TYPE B1 PAY ITEM)

ROADWAY EXCAVATION (INCLUDED IN CONCRETE CURB

(PLAN QUANTITY) REQ'D

ROADWAY EXCAVATION

6:1 3 4

3:1 OR FLATTER 3

1.25

CONCRETE CURB AND GUTTER TYPE B1 REQ'D

CONCRETE SIDEWALK REQ'D (6" THICK)

CONRETE SIDEWALK PAY ITEM

UNTREATED BASE COURSE (8" THICK) INCLUDED IN

CONCRETE SIDEWALK PAY ITEM

ROADWAY EXCAVATION INCLUDED IN

CONCRETE SIDEWALK REQ'D (6" THICK)

CONRETE SIDEWALK PAY ITEM

UNTREATED BASE COURSE (8" THICK) INCLUDED IN

CONCRETE SIDEWALK PAY ITEM

ROADWAY EXCAVATION INCLUDED IN

S E

E T

Y P

IC

A L S

E C

T

IO

N

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H L

IN

E

S E

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N

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H L

IN

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116+88.02 TO 117+21.81 RT

111+50.31 TO 111+57.76 RT 116+63.88 TO 116+88.02 RT

(TYP)

Existing grade

CONCRETE FLATWORK (4" THICK) REQ'D

FLATWORK (4" THICK) PAY ITEM)

ROADWAY EXCAVATION (INCLUDED IN CONCRETE

SIDE TREATMENT - D

2% (MAX)

VARIES

EMBANKMENT

(PLAN QUANTITY) REQ'D

ROADWAY EXCAVATION

6:1 3 4

3:1 OR FLATTER 3

AND GUTTER TYPE B1 PAY ITEM)

ROADWAY EXCAVATION (INCLUDED IN CONCRETE CURB

4.0 TO 9.8

VARIES

3.5 TO 9.7

VARIES

PARK STRIP

2.50

CONCRETE CURB AND GUTTER TYPE B1 REQ'D

S E

E T

Y P

IC

A L S

E C

T

IO

N

M A

T C

H L

IN

E

120+73.48 TO 121+01.31 RT

117+75.51 TO 120+39.79 RT

117+21.81 TO 117+42.08 RT

111+57.76 TO 112+48.06 RT

CONCRETE SIDEWALK REQ'D (6" THICK)

CONRETE SIDEWALK PAY ITEM

UNTREATED BASE COURSE (8" THICK) INCLUDED IN

CONCRETE SIDEWALK PAY ITEM

ROADWAY EXCAVATION INCLUDED IN

OF EXISTING RIGHT-OF-WAY.

LOCATIONS WHERE 6:1 GRADING EXTENDS OUTSIDE

UNLESS OTHERWISE NOTED, USE 4:1 FILL SLOPES IN

RE-ESTABLISH LANDSCAPING REQ'D (SEE DT-17).

PLACE THE FOLLOWING:

ON ALL DISTURBED SURFACES BEYOND SIDEWALK,

SECTIONS, SEE DT-04 THROUGH DT-06.

FOR DETAILS ON DRIVEWAY APPROACHES FOR ALL

SEE RMV SHEETS FOR LOCATIONS OF PAVECUTS.

2.

1.

NOTES:

GR SERIES SHEETS FOR DETAILS.

SLOPE IN PARK STRIP VARIES 2.00% TO 5.00%. SEE DT AND

109+00.00 TO 109+25.00 AND 116+55.32 TO 116+74.88 CROSS

SOIL CELLS PAY ITEM.

ROADWAY EXCAVATION IS INCLUDED IN THE SUB-SURFACE

SOIL CELLS. IN AREAS WITH SUB-SURFACE SOIL CELLS

BASE COURSE REQUIREMENTS IN AREAS WITH SUB-SURFACE

SEE LANDSCAPING PLANS FOR SIDEWALK AND UNTREATED

SEE LANDSCAPING AND RD SERIES SHEETS FOR LOCATIONS.

CONCRETE SIDEWALK (6" THICK) OR LANDSCAPING

(TYP)

Existing grade

(TYP)

Existing grade

TYPE B4 REQ'D

CONCRETE CURB

(TYP)

Existing grade

WALL REQ'D

CONCRETE CURB

2.50

SIDE TREATMENT - A

2% (MAX)

VARIES

Existing curb and gutter

EMBANKMENT

(PLAN QUANTITY) REQ'D

ROADWAY EXCAVATION

6:1 3 4

3:1 OR FLATTER 3

10.4 TO 11.2

VARIES

2.50

SIDE TREATMENT - B

2% (MAX)

VARIES

Existing curb and gutter

EMBANKMENT

(PLAN QUANTITY) REQ'D

ROADWAY EXCAVATION

6:1 3 4

3:1 OR FLATTER 3

10.4 TO 11.2

VARIES

2.50

SIDE TREATMENT - C

2% (MAX)

VARIES

Existing curb and gutter

EMBANKMENT

(PLAN QUANTITY) REQ'D

ROADWAY EXCAVATION

6:1 3 4

3:1 OR FLATTER 3

10.4 TO 11.2

VARIES

1.25

CONCRETE SIDEWALK REQ'D (6" THICK)

CONRETE SIDEWALK PAY ITEM

UNTREATED BASE COURSE (8" THICK) INCLUDED IN

CONCRETE SIDEWALK PAY ITEM

ROADWAY EXCAVATION INCLUDED IN

CONCRETE SIDEWALK REQ'D (6" THICK)

CONRETE SIDEWALK PAY ITEM

UNTREATED BASE COURSE (8" THICK) INCLUDED IN

CONCRETE SIDEWALK PAY ITEM

ROADWAY EXCAVATION INCLUDED IN

CONCRETE SIDEWALK REQ'D (6" THICK)

CONRETE SIDEWALK PAY ITEM

UNTREATED BASE COURSE (8" THICK) INCLUDED IN

CONCRETE SIDEWALK PAY ITEM

ROADWAY EXCAVATION INCLUDED IN

S E

E T

Y P

IC

A L S

E C

T

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116+88.02 TO 117+21.81 RT

115+78.98 TO 115+79.81 RT

115+31.49 TO 115+52.26 RT

113+37.57 TO 113+61.89 RT

111+48.82 TO 111+50.31 RT

110+53.96 TO 110+60.00 RT

109+83.36 TO 110+10.51 RT

109+20.96 TO 109+45.32 RT

108+68.49 TO 109+16.15 RT

116+66.83 TO 116+88.02 RT

115+79.81 TO 116+62.94 RT

113+61.89 TO 114+26.90 RT

110+60.00 TO 111+48.82 RT

116+38.89 TO 117+87.76 LT

116+62.94 TO 116+63.88 RT

115+52.26 TO 115+78.98 RT

114+94.26 TO 115+31.49 RT

113+10.87 TO 113+37.57 RT

110+10.51 TO 110+53.96 RT

109+45.32 TO 109+83.36 RT

109+16.15 TO 109+20.96 RT

108+43.24 TO 108+68.49 RT

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OF EXISTING RIGHT-OF-WAY.

LOCATIONS WHERE 6:1 GRADING EXTENDS OUTSIDE

UNLESS OTHERWISE NOTED, USE 4:1 FILL SLOPES IN

RE-ESTABLISH LANDSCAPING REQ'D (SEE DT-17).

PLACE THE FOLLOWING:

ON ALL DISTURBED SURFACES BEYOND SIDEWALK,

SECTIONS, SEE DT-04 THROUGH DT-06.

FOR DETAILS ON DRIVEWAY APPROACHES FOR ALL

SEE RMV SHEETS FOR LOCATIONS OF PAVECUTS.

2.

1.

NOTES:

SOIL CELLS PAY ITEM.

ROADWAY EXCAVATION IS INCLUDED IN THE SUB-SURFACE

SOIL CELLS. IN AREAS WITH SUB-SURFACE SOIL CELLS

BASE COURSE REQUIREMENTS IN AREAS WITH SUB-SURFACE

SEE LANDSCAPING PLANS FOR SIDEWALK AND UNTREATED

SEE LANDSCAPING AND RD SERIES SHEETS FOR LOCATIONS.

CONCRETE SIDEWALK (6" THICK) OR LANDSCAPING

SIDE TREATMENT - G

123+70.27 TO 123+94.90 LT

117+87.76 TO 118+11.14 LT

112+96.37 TO 113+63.32 LT

111+81.52 LT 112+35.64 LT

(TYP)

Existing grade

2.50

2% (MAX)

VARIES

EMBANKMENT

(PLAN QUANTITY) REQ'D

ROADWAY EXCAVATION

6:1 3 4

3:1 OR FLATTER 3

10.4 TO 11.2

VARIES

AND GUTTER TYPE B1 PAY ITEM)

ROADWAY EXCAVATION (INCLUDED IN CONCRETE CURB

CONCRETE CURB AND GUTTER TYPE B1 REQ'D

S E

E T

Y P

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A L S

E C

T

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H L

IN

E

CONCRETE SIDEWALK REQ'D (6" THICK)

CONRETE SIDEWALK PAY ITEM

UNTREATED BASE COURSE (8" THICK) INCLUDED IN

CONCRETE SIDEWALK PAY ITEM

ROADWAY EXCAVATION INCLUDED IN

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DT-02

8"

8"

3"

6"

PAVEMENT

#4 @ 8" O.C.

REINFORCEMENT (2)

1 1/2" R

CONCRETE AREA = 0.58 Sq. ft

14"

CONCRETE CURB TYPE P

CONCRETE CURB AND GUTTER END

D E

T A

IL

S

EDGE OF PAVEMENT

AND GUTTER DETAILS.

SEE UDOT STD DWG GW 2A & 2B FOR ADDITIONAL CONCRETE CURB1.

NOTES:

SURFACE

PAVEMENT

SURFACE

PAVEMENT

1" RADIUS

OR FLATTER

BASE COURSE (3")

UNTREATED

1" RADIUS

OR FLATTER

BASE COURSE (3")

UNTREATED

SEE STD DWG GW 2A

CONCRETE CURB & GUTTER TYPE B1

FLOW LINE

COURSE

UNTREATED BASE

FIELD VERIFY TYPE OF CURB

Existing curb and gutter

30"

BASE COURSE (3")

UNTREATED

Existing curb

VARIES

DETAIL TO EXISTING CURB

CONCRETE CURB & GUTTER TYPE B1 TRANSITION

CONCRETE CURB END

AND GUTTER TRANSITION DETAILS

CONCRETE CURB AND CONCRETE CURB

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IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

NTS

MAX

10%

MAX

2%

GUTTER

APRON &

SECTION A-A

2"

2"

Existing Ground

APRONWALK

SIDE

APPROACH

1.0D

(TYP.)

SIDEWALK REQ'D

CONCRETE

C

DRIVEWAY

CL

DRIVEWAY WIDTH

DW2

4.0 4.0

1.0

MATCH EXISTING

L E

N G

T H

D R

IV

E W

A Y A

P P

R O

A C

H

APPROACH 7

DRIVEWAY

CURB

LIP OF

CURB

FACE OF

TYPE B1

AND GUTTER

CONCRETE CURB

2.5

A

A

W A

L K

S

ID

E

A P

R O

N

B T

B

DT-03

G C

D E

T A

IL

S

B

S L

O P

E

A

INCLUDES UNTREATED BASE COURSE (PLAN QUANTITY) REQ'D (10 INCH)

ALL CONCRETE APPROACHES ARE CONCRETE DRIVEWAY APPROACH 8 INCH REQ'D.

(PLAN QUANTITY) REQ'D (6 INCH).

ALL ASPHALT APPROACHES ARE HMA - 1/2" REQ'D (4 INCH) AND UNTREATED BASE COURSE

FOR DRIVEWAY THICKNESS AND APPROACH MATERIAL, SEE TABLE ABOVE.

SEE UDOT STD DWG GW 3A FOR ADDITIONAL NOTES.

NOT AS PART OF SIDEWALK.

DRIVEWAY APRON. SIDEWALK WITHIN THE DRIVEWAY LIMITS IS PAID AS PART OF DRIVEWAY,

MATCH SIDEWALK DEPTH INSIDE THE DRIVEWAY LIMITS TO THE DEPTH OF THE

CONCRETE SIDEWALKS BUTTS AGAINST DRIVEWAY.

PROVIDE EXPANSION JOINTS IN CONCRETE SIDEWALK AT 30 FT INTERVALS AND WHERE

AND LONGITUDINALLY SPACED EQUALLY.

MAXIMUM DISTANCE BETWEEN CONTRACTION JOINTS IN THE SIDEWALK SPACED 10 FT LATERALLY

HIGHWAY RIGHTS OF WAY" CURRENT EDITION.

R930-6 ACCOMMODATION OF UTILITIES AND THE CONTROL AND PROTECTION OF STATE

DRIVEWAY DIMENSIONS (MAX. & MIN.) ARE LOCATED IN UDOT "ADMINISTRATIVE RULE

VALUES WILL NOT BE ACCEPTED.

MAXIMUM OR MINIMUM VALUES ARE NOT EXCEEDED. WORK THAT EXCEEDS THOSE

INDUSTRY TOLERANCES. CONSTRUCT SIDEWALKS AND RAMPS SUCH THAT THE

SIDEWALK CROSS SLOPE DIMENSIONS SHOWN ARE NOT SUBJECT TO CONVENTIONAL

9.

8.

7.

6.

5.

4.

3.

2.

1.

NOTES:

FLARED APRON DRIVEWAY DETAIL

2.5'

S L

O P

E

2.5'

PARK STRIP

A B

C

DRIVEWAY

CL

DRIVEWAY WIDTH

DW2

4.0 4.0

1.01.0

F

D

MATCH EXISTING

(TYP.)

SIDEWALK REQ'D

CONCRETE

L E

N G

T H

D R

IV

E W

A Y A

P P

R O

A C

H

APPROACH 7

DRIVEWAY

CURB

LIP OF

CURB

FACE OFTYPE B1

AND GUTTER

CONCRETE CURB

B

B

FLARED APRON DRIVEWAY DETAIL WITH PARK STRIP

NTS

MAX

10%

MAX

2%

GUTTER

APRON &

2"

2"

Existing Ground

APRONWALK

SIDE

APPROACH

SECTION B-B

E

G

G

E

E E

G

ID

DRIVEWAY

STATION OFFSET

SLOPE

APPROACH

DRIVEWAY

(FT)

LENGTH

APPROACH

DRIVEWAY

(FT)

WIDTH

DRIVEWAY

(FT)

WIDTH

SIDEWALK

CONCRETE

(SQ FT)

AREA

APPROACH

8 AND 9

SEE NOTES

MATERIAL

APPROACH

SEE NOTES 8 AND 9

DRIVEWAY TYPE

A B C D

DW-2.01 RT 49.62 10.0% 2.8 38.0 90.34 CONCRETE DRIVEWAY FLARED, 8 INCH THICK REQ'D

DW-2.02 110+37.49 RT 49.49 2.0 32.5 10.6 129.83 CONCRETE DRIVEWAY FLARED, 8 INCH THICK REQ'D

DW-2.03 4.2 25.0 6.0 104.13 CONCRETE DRIVEWAY FLARED, 8 INCH THICK REQ'D

DW-2.04 113+26.49 RT 50.41 2.8 22.0 11.3 CONCRETE DRIVEWAY FLARED, 8 INCH THICK REQ'D

DW-3.01 RT 50.46 3.8 26.7 10.1 CONCRETE DRIVEWAY FLARED, 8 INCH THICK REQ'D

DW-3.02 LT 48.62 3.0 26.7 10.6 79.62 CONCRETE DRIVEWAY FLARED, 8 INCH THICK REQ'D

DW-4.01 RT 50.57 10.0% 4.2 28.0 5.0 107.30 CONCRETE DRIVEWAY FLARED, 8 INCH THICK REQ'D

E

7.7

6.7

6.0

5.0

6.9

6.5

5.0

(FT)

WIDTH

SIDEWALK

DRIVEWAY

109+64.33

10.0%

HMA

HMA

HMA10.0%111+70.27

10.0% 62.1 HMA

115+65.63 14.0% 78.4 HMA

116+96.16 14.0% HMA

119+15.33 HMA

F

N/A

N/A

N/A

N/A

N/A

(FT)

WIDTH

STRIP

PARK

G

3.5

4.0

3.5

4.0

4.0

(FT)

DEPTH

APRON

3.5 TO 8.8 3.5 TO 8.8

4.0 TO 5.0 4.0 TO 5.0

10.3 TO 9.5

RT 49.94

A P

R O

N

POINT

DRIVEWAY CONTROL

POINT

DRIVEWAY CONTROL

TOP BACK OF CURB (TBC)TOP BACK OF CURB (TBC)

GB B

(PLAN QUANTITY) REQ'D (6 INCH)

UNTREATED BASE COURSE

(PLAN QUANTITY) REQ'D (6 INCH)

UNTREATED BASE COURSE

FLARED, 8 INCH THICK PAY ITEM

INCLUDED IN CONCRETE DRIVEWAY

COURSE (10 INCH)

UNTREATED BASE

FLARED, 8 INCH THICK PAY ITEM

INCLUDED IN CONCRETE DRIVEWAY

COURSE (10 INCH)

UNTREATED BASE

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

M

DT-04

T

A

IL

S

N

G C

RAISED MEDIAN DETAIL

STATE STREET

G C

SEE DT-11

PLOWABLE END SECTION

108+16.01 LT 6.76

108+06.18 LT 6.90

107+78.45 RT 6.25

107+88.22 RT 6.34

SEE DT-11

PLOWABLE END SECTION

(BACK TO BACK)

CONCRETE CURB TYPE B5

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

M T

M S

S

M

DT-05

T

A

IL

S

N

G C

RAISED MEDIAN DETAIL

SEE DT-11

PLOWABLE END SECTION

S E

E D

T -0

M

A T

C H L

IN

E

CONCRETE CURB TYPE B4

THIS SHEET

SEE DETAIL A

DETAIL A

SEE DT-11

PLOWABLE END SECTION

SEE NOTE 1

DETECTABLE WARNING SURFACE

SEE NOTE 1

DETECTABLE WARNING SURFACE

113+13.48 RT 6.67

113+14.23 LT 6.00

114+48.59 RT 5.83

114+48.59 LT 5.17

G C

SEE NOTE 2

4:1 12.0

2.67

.6

7.0 0.5

CONCRETE CLASS AA(AE)

PLOWABLE END SECTION

TYPE A SECTION A-A

FINISHED GRADE

SEE NOTE 1

CONCRETE CURB TYPE B4

UNTREATED BASE COURSE

3 INCHES MINIMUM OF

7.0

4:112.0

LANDSCAPED MEDIAN

I

N C

H M

IN

THROUGH EXAMPLE.

SEE UDOT STD DWG PA 4 FOR PEDESTRIAN REFUGE - CUT

ALL DETECTABLE WARNING SURFACES WILL BE YELLOW.

NOTES:

(US-89) STATE STREET

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

M T

M S

S

M T

M

DT-06

T

A

IL

S

N

RAISED MEDIAN DETAIL

S E

E D

T -0

M A

T C

H L

IN

E

CONCRETE CURB TYPE B4

SEE DT-11

PLOWABLE END SECTION

CONCRETE CURB TYPE B4 120+05.10 LT 5.17

120+05.10 LT 4.15

118+87.10 RT 6.67

118+30.95 RT 6.67

118+30.95 LT 5.17

SEE DT-10

TRANSITION ELEMENT

CONCRETE MEDIAN CURB

G C

SEE LANDSCAPING SHEETS

(US-89) STATE STREET

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

DT-07

T

A

IL

S

AA

N

B B

C

C

CONCRETE CURB TYPE B4

0.8

SECTION C-C

CONCRETE CURB TYPE B4

CONCRETE CURB TYPE B4

SECTION A-A SECTION B-B

10" 10"

2.7'

(3 INCH) (TYP)

UNTREATED BASE COURSE

10" 10"

1.7'

ON THIS SHEET.

SEE UDOT STD DWG GW 2A FOR DETAILS NOT SHOWN1.

NOTES:TRANSITION ELEMENT

CONCRETE MEDIAN CURB

TRANSITION ELEMENT REQ'D

CONCRETE MEDIAN CURB

1.7

.0

1.0 0.8

TOP OF HMA

Existing Concrete Curb 12"

TOP OF HMA

TOP OF HMA

TOP OF HMA

TRANSITION ELEMENT REQ'D

CONCRETE MEDIAN CURB

Existing Concrete Curb

G C

JOINT DETAIL THIS SHEET

SEE EXPANSION-CONTRACTION

1/2" MIN RIGID PLASTIC FOAM

EXPANSION-CONTRACTION JOINT.

JOINT DETAIL

EXPANSION-CONTRACTION

1/2 INCH JOINT

M 153 OR M 213

CONFORMING TO AASHTO

PREMOLDED JOINT FILLER

LANDSCAPING

120+00

(U S -8

S

T A

T E S

T R

E

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

.0

CONCRETE CLASS AA(AE)

PLOWABLE END SECTION

CONCRETE CLASS AA(AE)

PLOWABLE END SECTION

DT-08

D E

T A

IL

S

B T

B

0.830.83

A

A

5' R (TYP)

SEE NOTE 4

EXPANSION-CONTRACTION JOINT JOINT SEE NOTE 4

EXPANSION-CONTRACTION

PLOWABLE END SECTION CONTROL POINT

7.00

FINISHED GRADE

UNTREATED BASE COURSE

3 INCHES MINIMUM OF

SEE NOTE 1

GUTTER TYPE B4

CONCRETE CURB AND

I

N C

H M

IN

SEE UDOT STD DWG GW 1D FOR MEDIAN REFLECTOR DETAILS.

EDGE LINE. SEE UDOT STD DWG GW 1B.

PAINT PLOWABLE END SECTION TO MATCH ADJACENT

JOINT DETAIL.

SEE UDOT STD DWG GW 3A FOR EXPANSION-CONTRACTION

SEE RD SERIES SHEETS FOR LOCATION DETAILS.

ON THIS SHEET

SEE UDOT STD DWG GW 1B FOR DETAILS NOT SHOWN

SEE UDOT STD DWG GW 2A FOR CURB DETAILS.

6.

5.

2.

NOTES:

TYPE A PLAN VIEW

TYPE A SECTION A-A

SEE NOTE 1

CONCRETE CURB TYPE B4

.0

PLOWABLE END SECTION CONTROL POINT

1.67 B

B

SEE NOTE 4

EXPANSION-CONTRACTION JOINT

SEE NOTE 1

CONCRETE CURB TYPE B4

SEE NOTE 1

GUTTER TYPE B5 (BACK TO BACK)

CONCRETE CURB AND

CONCRETE CLASS AA(AE)

PLOWABLE END SECTION

7.00

FINISHED GRADE

UNTREATED BASE COURSE

3 INCHES MINIMUM OF

I

N C

H M

IN

TYPE B SECTION B-B

TYPE B PLAN VIEW

SEE NOTE 1

GUTTER TYPE B5 (BACK TO BACK)

CONCRETE CURB AND

PLOWABLE END SECTION DETAIL

A

CB

G C

CONCRETE CLASS AA(AE)

PLOWABLE END SECTION

STATION OFFSET TYPE A B C

(SQ FT)

AREA

11.67

11.67

B

B

107+78.45

108+16.01

RT 6.25

LT 6.76 N/A N/A N/A

N/A N/AN/A

84.07

78.07

A

A

11.83

11.00

118+30.95

114+48.59 RT 0.33

2.03

2.00

2.02

2.00

RT 0.75

114+61.29

114+61.32 RT 83.76

RT 103.38 19.73

38.144.33

2.39A

A 4.00 4.00

6.12 6.12

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

PERPENDICULAR CURB RAMP

PARALLEL CURB RAMP

C

COURSE (3 INCH MIN)

UNTREATED BASE

CONCRETE (4 INCH)

CONCRETE (6 INCH)

SURFACE

ROADWAY

4 MIN

TR

CONCRETE (6 INCH)

COURSE (3 INCH MIN)

UNTREATED BASE

SURFACE

ROADWAY

T

4 MIN

SECTION B-B

PEDESTRIAN ACCESS RAMP DETAILS

WARNING SURFACE

DETECTABLE

WARNING SURFACE

DETECTABLE

SEE NOTE 2

C

SEE NOTE 2

DT-09

D E

T A

IL

S

B T

B

TURNING SPACE

TURNING SPACE

CLEAR SPACE

CLEAR SPACE

RAMP

DEFINITION OF ALL S T R C F1 F2 VALUES.

SEE DIMENSION REFERENCE TABLE, UDOT STD DWG PA 1 FOR

SHOWN IN THE PROJECT PEDESTRIAN ACCESS DETAIL SHEETS.

SEE UDOT STANDARD PA SERIES DRAWINGS FOR DETAILS NOT

FOR MORE INFORMATION SEE UDOT STD DWG PA 1

SPACES WHERE THERE IS A TRAFFIC SIGNAL.

DO NOT EXCEED 5.00% CROSS SLOPE FOR CROSSINGS AND CLEAR

SPACES WHERE THERE IS A STOP SIGN.

DO NOT EXCEED 2.00% CROSS SLOPE FOR CROSSINGS AND CLEAR

OTHERWISE NOTED IN THE PLANS.

ALL DETECTABLE WARNING SURFACES WILL BE YELLOW UNLESS

3.

NOTES:

SIDEWALK IS NOT POSSIBLE

CURB WALL WHERE GRADING BEYOND

6 INCH WIDE X 6 INCH HIGH

SECTION A-A

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T

MSS

SOUTH WEST CORNER OF CENTRAL POINTE PL

PEDESTRIAN ACCESS RAMP DETAIL

PERPENDICULAR/PARALLEL

R

S

C

F1

F1

SEE NOTE 6

B T

B

D E

T A

IL

S

112+31.15 LT 57.99

Existing R/W line

T

SEE NOTE 6

C

S

F1

F1

T

R

A

A

SEE NOTE 5

SEE NOTE 5A

A

S

FOR MORE INFORMATION SEE UDOT STD DWG PA 1.

AND CLEAR SPACES WHERE THERE IS A TRAFFIC SIGNAL.

DO NOT EXCEED 5.00% CROSS SLOPE FOR CROSSINGS

AND CLEAR SPACES WHERE THERE IS A STOP SIGN.

DO NOT EXCEED 2.00% CROSS SLOPE FOR CROSSINGS

SEE DT-12 FOR CROSS SECTION DETAILS.

FOR DEFINITION OF ALL S T R C F1 F2 VALUES.

SEE DIMENSION REFERENCE TABLE, UDOT STD DWG PA 1

DETAILS NOT SHOWN ON THIS SHEET.

SEE UDOT STD DWGS PA 1 THROUGHT PA 7 FOR

DIRECTION OF DOWN GRADE.

SLOPES DESIGNATED WITH AN ARROW INDICATES

EXISTING ELEVATION.

MATCH EXISTING. FIELD VERIFY LOCATION AND

4.

3.

2.

NOTES:

PERPENDICULAR CURB RAMP

G C

112+16.15 LT 47.90

6.3

.9

112+31.15 LT 57.90

112+16.15 LT 47.90

DT-10

BUTTON

PEDESTRIAN PUSH

R=5'

.9

PEDESTRIAN PUSH BUTTON

MSS

/1

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

113+01.39 LT 112.04

NORTH WEST CORNER OF CENTRAL POINT PL NORTH MEDIAN CROSSING CENTRAL POINT PL

PEDESTRIAN ACCESS RAMP DETAIL

PERPENDICULAR/PARALLEL

A A SEE NOTE 5

R

R

R

S

S

S

S

C

C

Existing R/W line

SEE NOTE 6

B T

B

DT-11

D E

T A

IL

S

112+16.30 RT 47.00

SOUTH EAST CORNER OF CENTRAL POINT PL

PERPENDICULAR BIKE RAMP

NORTH SIDE CENTRAL POINT PL

113+54.82 LT 6.00

113+04.79 RT 6.67

FOR MORE INFORMATION SEE UDOT STD DWG PA 1.

AND CLEAR SPACES WHERE THERE IS A TRAFFIC SIGNAL.

DO NOT EXCEED 5.00% CROSS SLOPE FOR CROSSINGS

AND CLEAR SPACES WHERE THERE IS A STOP SIGN.

DO NOT EXCEED 2.00% CROSS SLOPE FOR CROSSINGS

SEE DT-12 FOR CROSS SECTION DETAILS.

FOR DEFINITION OF ALL S T R C F1 F2 VALUES.

SEE DIMENSION REFERENCE TABLE, UDOT STD DWG PA 1

DETAILS NOT SHOWN ON THIS SHEET.

SEE UDOT STD DWGS PA 1 THROUGHT PA 7 FOR

DIRECTION OF DOWN GRADE.

SLOPES DESIGNATED WITH AN ARROW INDICATES

EXISTING ELEVATION.

MATCH EXISTING. FIELD VERIFY LOCATION AND

4.

3.

2.

NOTES:

T

Existing R/W line

C

S

T

R

F2

AT-GRADE CROSSING

CONCRETE CURB TYPE B4

CROSSWALK

A

A

SEE NOTE 5

STOP LINE

12 INCH

STOP LINE

12 INCH

STOP LINE

12 INCH

4" SWL

4" SWL

4" SYL

4" SYL

:1

4" SYL

4" SYL

113+54.82 LT 6.00

C

SEE NOTE 6

SEE NOTE 6

CUT THROUGH FLARE DETAIL.

THROUGH EXAMPLE AND

FOR PEDESTRAIN REFUGE -

SEE UDOT STD DWG PA 4

END SECTION DETAILS.

SEE DT-11 FOR PLOWABLE

PERPENDICULAR CURB RAMP

PERPENDICULAR CURB RAMP

55.2

G C

113+03.38 LT 52.32

SEE NOTE 6

112+16.30 RT 47.00

SEE NOTE 6

CROSSWALK

113+01.39 LT 112.04

FOR AT-GRADE CROSSING DETAILS

SEE UDOT STD DWG PA 4

MANUAL DRAWING DM 3.5

ON THIS SHEET, SEE UDOT DESIGN

FOR BIKE RAMP DETAILS NOT SHOWN

:1

2 113+04.79 RT 6.67

CONCRETE CURB TYPE B4

113+03.38 LT 52.32

CROSSWALK

BUTTON

PEDESTRIAN PUSH

BUTTON

PUSH

PEDESTRIAN

11.72

BUTTON

PEDESTRIAN PUSH

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

SOUTH EAST CORNER OF WENTWORTH AVENUE NORTH EAST CORNER OF WENTWORTH AVENUE

117+40.85 RT 60.94

A

A

SEE NOTE 5

A

SEE NOTE 5

A

R

R

R

R

S

S

S

S

C

C

C

C

F2

F2

F2

F2

Existing R/W line

Existing R/W line

SEE NOTE 6

SEE NOTE 6

SEE NOTE 6

SEE NOTE 6

B T

B

DT-12

D E

T A

IL

S

FOR MORE INFORMATION SEE UDOT STD DWG PA 1.

AND CLEAR SPACES WHERE THERE IS A TRAFFIC SIGNAL.

DO NOT EXCEED 5.00% CROSS SLOPE FOR CROSSINGS

AND CLEAR SPACES WHERE THERE IS A STOP SIGN.

DO NOT EXCEED 2.00% CROSS SLOPE FOR CROSSINGS

SEE DT-12 FOR CROSS SECTION DETAILS.

FOR DEFINITION OF ALL S T R C F1 F2 VALUES.

SEE DIMENSION REFERENCE TABLE, UDOT STD DWG PA 1

DETAILS NOT SHOWN ON THIS SHEET.

SEE UDOT STD DWGS PA 1 THROUGHT PA 7 FOR

DIRECTION OF DOWN GRADE.

SLOPES DESIGNATED WITH AN ARROW INDICATES

EXISTING ELEVATION.

MATCH EXISTING. FIELD VERIFY LOCATION AND

4.

3.

2.

NOTES:

117+76.88 RT 60.76

NORTH EAST CORNER OF UTOPIA AVENUE

SOUTH EAST CORNER OF UTOPIA AVENUE

114+39.22 RT 61.24 114+84.95 RT 60.69

PEDESTRIAN ACCESS RAMP DETAIL

PERPENDICULAR/PARALLEL

PERPENDICULAR CURB RAMP PERPENDICULAR CURB RAMP

PERPENDICULAR CURB RAMP

PERPENDICULAR CURB RAMP

T

T

T

T

TYPE B4 REQ'D

CONCRETE CURB

WALL REQ'D

CONCRETE CURB

F1

F1

SEE DR SERIES SHEETS

CATCH BASIN

F1

Existing R/W line

S

SEE DR SERIES SHEETS

CATCH BASIN

SEE DR SERIES SHEETS

CATCH BASIN

Existing R/W line

F1

S

S

STOP LINE

12 INCH

Existing R/W line

GUTTER TRANSITION REQ'D

CONCRETE CURB AND

S

SEE NOTE 6

A

A

TYPE B4 REQ'D

CONCRETE CURB

A

A

SEE NOTE 5

R=8.8'

R=4.0'

R=6.0'

.2

.2

G C

117+40.85 RT 60.94

117+76.88 RT 60.76

114+39.22 RT 61.24

114+84.95 RT 60.69

SEE DR SERIES SHEETS

CATCH BASINSEE DR SERIES SHEETS

CATCH BASIN

.8

.6

4.9

R=10.0'

.7

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

PARALLEL CURB RAMP

118+09.39 LT 57.57 120+39.15 RT 61.21

B

B

A

A

R

R

R

R

R

S

S

S

S

S

S

C

C

C

F2

F2

F2

STOP LINE

12 INCH

Existing R/W line

Existing R/W line

Existing R/W line

SEE NOTE 6

SEE NOTE 6

SEE NOTE 6

FOR MORE INFORMATION SEE UDOT STD DWG PA 1.

AND CLEAR SPACES WHERE THERE IS A TRAFFIC SIGNAL.

DO NOT EXCEED 5.00% CROSS SLOPE FOR CROSSINGS

AND CLEAR SPACES WHERE THERE IS A STOP SIGN.

DO NOT EXCEED 2.00% CROSS SLOPE FOR CROSSINGS

SEE DT-07 FOR CROSS SECTION DETAILS.

SEE UDOT STD DWG PA 1 FOR SLOPE DEFINITIONS.

DETAILS NOT SHOWN ON THIS SHEET.

SEE UDOT STD DWGS PA 1 THROUGHT PA 7 FOR

DIRECTION OF DOWN GRADE.

SLOPES DESIGNATED WITH AN ARROW INDICATES

EXISTING ELEVATION.

MATCH EXISTING. FIELD VERIFY LOCATION AND

4.

3.

2.

NOTES:

B T

B

DT-13

D E

T A

IL

S

NORTH EAST CORNER OF COMMONWEALTH AVENUE

120+76.01 RT 62.28

SOUTH WEST CORNER OF UTOPIA AVENUE SOUTH EAST CORNER OF COMMONWEALTH AVENUE

123+89.08 LT 54.36

PEDESTRIAN ACCESS RAMP DETAIL

PERPENDICULAR/PARALLEL

PERPENDICULAR CURB RAMP

PERPENDICULAR CURB RAMP

SEE NOTE 5

SEE NOTE 5

SEE NOTE 5

A

A

B

B SEE NOTE 5

SOUTH WEST CORNER OF 2100 SOUTH

R=6.0'

T

Existing R/W line

GUTTER TRANSITION REQ'D

CONCRETE CURB AND

GUTTER TRANSITION REQ'D

CONCRETE CURB AND

T

SEE DR SERIES SHEETS

CATCH BASIN

GUTTER TRANSITION REQ'D

CONCRETE CURB AND

F2

R=8.0'

SEE DR SERIES SHEETS

CATCH BASIN

T

Existing R/W line

SEE DR SERIES SHEETS

CATCH BASIN

5 7

STOP LINE

12 INCH

C SEE NOTE 6

T

RS

S

5R=10.0'

CURB WALL

Existing R/W line

.8

.2

.6

.2

LEGEND

LANDSCAPING REQ'D

RE-ESTABLISH

4 INCH THICK REQ'D

CONCRETE FLATWORK

G C

123+89.08 LT 54.36

120+76.01 RT 62.28

118+09.39 LT 57.57

120+39.15 RT 61.21

R=4.0

SEE DR SERIES SHEETS

CATCH BASIN

SINGLE DIAGONAL CORNER (APEX) RAMP

.7

.3

4.8

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

.2 a c re s

.1 a c re s

.0 a c re s

DT-14

T

A

IL

S

RE-ESTABLISH LANDSCAPING

SEE NOTES 6 & 7

RE-ESTABLISH LANDSCAPING REQ'D

LEGEND

LANDSCAPING REQ'D

RE-ESTABLISH

FLATWORK 4 INCH THICK REQ'D

STAMPED COLORED CONCRETE

4 INCH THICK REQ'D

CONCRETE FLATWORK

SEE NOTES 6 & 7

RE-ESTABLISH LANDSCAPING REQ'D

PEDESTRIAN ACCESS RAMP (TYP)

PERPENDICULAR / PARALLEL

Existing R/W

Existing R/W

CURB AND GUTTER (TYP)

SIDEWALK (TYP)

N

DR SERIES SHEETS

CATCH BASIN SEE

DR SERIES SHEETS

CATCH BASIN SEE

G C

EXISTING PROPERTY.

THE EXISTING R/W LINE BUT STILL CONSTITUTE THE RESIDENTS

SIDEWALK OR FLATWORK AND THE SIDE SLOPES THAT EXCEED

DRIVEWAY AND SIDEWALK TIE-IN AND AREAS BETWEEN THE

OF THE PARCEL INCLUDING ANY IMPACTED AREAS SURROUNDING

DISTURBANCE WITHIN THE EXISTING R/W LINE ALONG THE LENGTH

RE- ESTABLISH LANDSCAPING AREA IS DEFINED AS AREAS OF

DEFINED AS FOLLOWS:

FOR BIDDING PURPOSES, THE RE- ESTABLISH LANDSCAPE AREA IS

BARK MULCH

ROCK MULCH

BERMS

FLOWER BEDS

IRRIGATION SYSTEMS

SOD

ITEMS INCLUDING BUT NOT LIMITED TO:

DISTURBED BY CONSTRUCTION ACTIVITIES INSIDE OF EXISTING R/W.

RE- ESTABLISH, REPLACE OR REPAIR ANY ITEMS OR FEATURES

CONSTRUCTION ACT IVIES HAVE BEEN COMPLETED.

TO ENSURE ALL CONNECTIONS ARE REESTABLISHED AFTER

FLAG ALL IRRIGATION LINES SEVERED DURING CONSTRUCTION

REPLACE ITEMS ON APPROVAL OF ENGINEER.

ITEMS BEFORE CONSTRUCTION ACTIVITIES HAVE OCCURRED.

DOCUMENT EXISTING CONDITION OF PROPERTY AND LANDSCAPE

REFER TO RD, UT AND RM SERIES SHEETS FOR PROTECT IN PLACE ITEMS.

6.

5.

4.

3.

2.

1.

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

CONSTRUCTION JOINT

A

R

IE

S

5.0'

G C

5.0' WIDE CONCRETE SIDEWALK

DT-15

D E

T A

IL

S

B T

B

COLORED FLATWORK DETAIL

COORDINATE COLOR WITH THE ENGINEER

FLATWORK 4 INCH THICK REQ'D

COLORED CONCRETE

CONCRETE FLATWORK 4 INCH THICK LOCATIONS.

SEE RD SERIES SHEETS FOR COLORED

CORNERS OF TREE PLANTER.

SIDEWALK CONSTRUCTION JOINT WITH BOTH

WHERE NEW SIDEWALK IS BEING PLACED, ALIGN

2.

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

DT-16

T

A

IL

S

UNTREATED BASE COURSE (8")

EMBANKMENT

3"

#4 @ 8" O.C.

REINFORCEMENT (2)

UNTREATED BASE COURSE (3")

6:1

10"

R=0.5"

R=0.5"

Existing grade (TYP)

CONCRETE CURBWALL

CONCRETE SIDEWALK REQ'D

FRONT FACE OF CURB WALL

FINISH GRADE AT

BACK OF CONCRETE SIDEWALK

CONCRETE CURB WALLREQ'D

TOP OF CURB WALL

SUB-SURFACE SOIL CELLS.

CONCRETE SIDEWALK AND BASE THICKNESS VARY IN AREAS WITH

LABOR.

CURB WALL PAID FOR BY LINEAR FT, INCLUDES ALL MATERIALS

USE CLASS AA (AE) CAST-IN-PLACE CONCRETE.

SEE DR SERIES SHEETS FOR CATCH BASIN AND PIPE DETAILS.

SEE RD SERIES SHEETS FOR CURB WALL LOCATIONS.

5.

4.

3.

2.

1.

NOTES:

G C

SIDEWALK PAY ITEM

INCLUDED IN CONCRETE

ROADWAY EXCAVATION

CURBWALL PAY ITEM

INCLUDED IN CONCRETE

ROADWAY EXCAVATION

CURB WALL

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

M S

S

G C

B T

B

DT-17

D E

T A

IL

S

FIELD VERIFY.

ELEVATIONS AND MATCH EXISTING SLOPE RESPECTIVELY.

(EL XXXX.XX) AND (X.XX%) INDICATES MATCH EXISTING

OF DOWN GRADE.

SLOPES DESIGNATED AS X.XX% INDICATES DIRECTION

UNLESS OTHERWISE NOTED.

ELEVATIONS ARE TO THE TOP OF WEARING SURFACE

FOR ROADWAY DETAILS SEE RD SERIES SHEETS.

SEE RD SERIES SHEETS FOR ALL CURB CURVE DATA.

5.

4.

3.

2.

1.

NOTES:

RT 56.88

108+65.41

RT 56.95

108+85.41

EL 4255.43 (TBC)

108+68.49 RT 63.11

(EL 42564.58)

108+75.00 RT 51.89

(EL 4254.56)

108+68.49 RT 51.89

EL 4255.45 (TBC)

108+75.00 RT 63.11

.0

.0

% RT 57.97

108+91.41

(EL 4254.69)

109+00.00 RT 52.00

EL 4255.56 (TBC)

109+00.00 RT 63.18

.0

EL 4255.88 (TBC)

109+16.15 RT 63.21

(EL 4255.47)

109+16.14 RT 65.84 (EL 4255.48)

109+20.96 RT 65.85

(EL 4254.73)

109+17.43 RT 52.06

(EL 4254.71)

109+11.43 RT 52.04

(EL 4254.74)

109+25.00 RT 52.08

EL 4254.96

RT 57.04

109+11.41

EL 4255.07

RT 62.37

109+11.41

.0

.0

.0

.0

.0

EL 4255.09

109+20.96 RT 63.22

RT 57.04 EL 4254.98

109+11.41

EL 4254.98

109+20.969 RT 57.07

.0

RT 62.37 EL 4255.21

109+11.41

.0

% EL 4254.84

109+25.00 RT 57.08

.0

.0

EL 4255.76 (TBC)

109+20.96 RT 62.39

EL 4555.62 (TBC)

109+25.00 RT 63.23

EL 4255.74 (TBC)

109+11.41 RT 63.20

RT 57.13

109+37.41

EL 4255.64 (TBC)

109+36.28 RT 63.25

EL 4255.66 (TBC)

109+44.28 RT 64.11

EL 4255.67 (TBC)

109+45.32 RT 64.11

EL 4255.80 (TBC)

109+83.36 RT 64.19

EL 4255.78 (TBC)

109+84.45 RT 64.19

.0

.0

.0

TYPE B4 REQ'D

CONCRETE CURB

TYPE B4 REQ'D

CONCRETE CURB

TYPE B4 REQ'D

CONCRETE CURB

M A

T C

H L

IN

E

.0

S

E E D

T -1

TYPE P REQ'D

CONCRETE CURB

TYPE P REQ'D

CONCRETE CURB

EL 4254.79

RT 57.00

109+00.00

CURB WALL DETAIL

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

N

G C

B T

B

DT-18

D E

T A

IL

S

TYPE P REQ'D

CONCRETE CURB

STATE STREET

.0

.0

.0

Existing R/W line

FIELD VERIFY.

ELEVATIONS AND MATCH EXISTING SLOPE RESPECTIVELY.

(EL XXXX.XX) AND (X.XX%) INDICATES MATCH EXISTING

OF DOWN GRADE.

SLOPES DESIGNATED AS X.XX% INDICATES DIRECTION

UNLESS OTHERWISE NOTED.

ELEVATIONS ARE TO THE TOP OF WEARING SURFACE

FOR ROADWAY DETAILS SEE RD SERIES SHEETS.

SEE RD SERIES SHEETS FOR ALL CURB CURVE DATA.

5.

4.

3.

2.

1.

NOTES:

M A

T C

H L

IN

E

.0

S

E E D

T -1

EL 4255.74 (TBC)

110+10.51 RT 61.25

.0

EL 4255.84 (TBC)

110+53.96 RT 63.51

(EL 4255.12) (TBC)

110+60.00 RT 52.11

RT 57.10

110+59.35

RT 57.18

110+75.35

.0

(EL 4255.13) (TBC)

110+75.00 RT 52.18

EL 4256.59 (TBC)

110+75.00 RT 63.56

EL 4256.58 (TBC CONCRETE CURB WALL)

EL 4256.00 (TBC TYPE B4 CURB)

110+60.00 RT 63.52

EL 4256.66 (TBC)

111+00.00 RT 63.61

EL 4255.20 (TBC)

111+00.00 RT 52.30

EL 4255.28 (TBC)

111+25.00 RT 52.41

EL 4256.74 (TBC)

111+25.00 RT 63.67

CURB WALL DETAIL

CONCRETE SIDEWALK REQ'D

WALL REQ'D

CONCRETE CURB

TYPE B4 REQ'D

CONCRETE CURB

TYPE P REQ'D

CONCRETE CURB

PEDESTRIAN ACCESS RAMP

PROTECT-IN-PLACE EXISTING

RT 57.30

111+01.35

RT 57.21

110+81.35

RT 57.33

111+07.36

RT 57.41

111+27.36

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

O V

E D B

Y R

E M

A R

K S

R E

V

IS

IO

N S

S O

U T

H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

G P

G P

G C

B T

B

DT-19

D E

T A

IL

S

TYPE P REQ'D

CONCRETE CURB

RT 57.96

113+40.02

RT 57.96

113+60.02

RT 57.94

113+86.02

RT 57.95

113+66.02

(EL 4255.78) (TBC)

113+50.00 RT 52.96

EL 4256.68 (TBC)

113+50.00 RT 63.66

(EL 4255.63) (TBC)

113+61.89 RT 52.96

(EL 4255.59) (TBC)

113+75.00 RT 52.96

EL 4257.08 (TBC)

113+75.00 RT 65.07

(EL 4255.53) (TBC)

114+00.00 RT 52.95

EL 4257.06 (TBC)

114+00.00 RT 65.07

(EL 4255.47) (TBC)

114+18.50 RT 52.90

EL 4257.11 (TBC CONCRETE CURB WALL)

EL 4256.53 (TBC TYPE B4 CURB)

113+61.89 RT 65.07

TYPE B4 REQ'D

CONCRETE CURB

WALL REQ'D

CONCRETE CURB

EL 4256.95 (TBC)

114+18.50 RT 65.07

.0

.0

.0

%2 .0

.0

FIELD VERIFY.

ELEVATIONS AND MATCH EXISTING SLOPE RESPECTIVELY.

(EL XXXX.XX) AND (X.XX%) INDICATES MATCH EXISTING

OF DOWN GRADE.

SLOPES DESIGNATED AS X.XX% INDICATES DIRECTION

UNLESS OTHERWISE NOTED.

ELEVATIONS ARE TO THE TOP OF WEARING SURFACE

FOR ROADWAY DETAILS SEE RD SERIES SHEETS.

SEE RD SERIES SHEETS FOR ALL CURB CURVE DATA.

5.

4.

3.

2.

1.

NOTES:

CURB WALL DETAIL

N

EL 4256.77 (TBC)

113+38.47 RT 62.29

EL 4256.77 (TBC)

113+37.57 RT 62.29

.0

/1

/2

SHEET NO.

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L E

N G

IN

E E

R D

A T

E C

H E

C K

E D B

Y

Q C

D R

A W

N B

Y f i l e s

L O

C H

N E

R S

O U

T H S

A L T L

A K

E

S O

U T

H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

P S

E R

E V

IE

W N

O T F

O R C

O N

S T

R U

C T

IO

N

G C

B T

B

DT-20

D E

T A

IL

S

FIELD VERIFY.

ELEVATIONS AND MATCH EXISTING SLOPE RESPECTIVELY.

(EL XXXX.XX) AND (X.XX%) INDICATES MATCH EXISTING

OF DOWN GRADE.

SLOPES DESIGNATED AS X.XX% INDICATES DIRECTION

UNLESS OTHERWISE NOTED.

ELEVATIONS ARE TO THE TOP OF WEARING SURFACE

FOR ROADWAY DETAILS SEE RD SERIES SHEETS.

SEE RD SERIES SHEETS FOR ALL CURB CURVE DATA.

5.

4.

3.

2.

1.

NOTES:

CURB WALL DETAIL

RT 57.82

115+83.32

RT 57.85

116+03.32

RT 57.88

116+29.32

RT 57.86

116+09.32

RT 57.92

116+55.32RT 57.89

116+35.32

RT 57.93

116+61.32

RT 57.91

115+27.45

RT 57.94

115+47.45

TYPE P REQ'D

CONCRETE CURB

Existing R/W line

Existing R/W line

TYPE P REQ'D

CONCRETE CURB

EL 4256.02 (TBC)

115+31.49.00 RT 63.77

EL 4255.89 (TBC)

115+43.87 RT 63.77

EL 4255.80 (TBC)

115+51.43 RT 64.71

EL 4255.80 (TBC)

115+52.26 RT 64.72

EL 4255.81 (TBC)

115+78.98 RT 64.71

EL 4256.39 (TBC CONCRETE CURB WALL)

EL 4255.81 (TBC TYPE B4 CURB)

115+79.81 RT 64.72

EL 4256.33 (TBC)

115+86.69 RT 63.85

EL 4256.24 (TBC)

116+00.00 RT 63.86

EL 4256.14 (TBC)

116+25.00 RT 63.86

(EL 4254.69) (TBC)

116+25.00 RT 52.88

.0

(EL 4254.65) (TBC)

116+45.32 RT 52.91

EL 4256.10 (TBC)

116+45.32 RT 63.86

.0

(EL 4254.63) (TBC)

116+62.92 RT 52.93

EL 4254.82

116+62.92 RT 57.93

EL 4256.18 (TBC)

116+62.92 RT 63.03

.0

.0

(EL 4255.57)

116+62.91 RT 62.19

(EL 4255.58)

116+66.83 RT 66.36

EL 4254.96

116+62.92 RT 62.19

.7

(1 .6

(EL 4254.64) (TBC)

116+55.32 RT 52.92

EL 4256.09 (TBC)

116+55.32 RT 63.86

.0

EL 4254.62 (TBC)

116+68.87 RT 52.94

.0

.0

EL 4254.96

116+66.87 RT 62.17

EL 4256.21 (TBC)

116+66.83 RT 63.03

(EL 4255.15) (TBC)

115+31.49 RT 52.91

.0

(EL 4255.02) (TBC)

115+43.87 RT 52.92

.0

(EL 4254.79) (TBC)

116+00.00 RT 52.84

.0

(EL 4254.88) (TBC)

115+86.59 RT 52.82

.0

TYPE B4 REQ'D

CONCRETE CURB

TYPE B4 REQ'D

CONCRETE CURB

WALL REQ'D

CONCRETE CURB

GRADE BREAK

N

F

IN

A L

D E

S

IG

N C

O O

R D

IN

A

T

IO

N R

E V

IE

W

D A

T E

N O

A P

P R

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E D B

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A R

K S

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V

IS

IO

N S

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H E

C K

E D B

Y

Q C

D R

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N B

Y f i l e s

L O

C H

N E

R

D A

T E

N O

A P

P R

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E D B

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N S

S O

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H S

A L T L

A K

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S O

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H S

A L

T L

A K

E L

IF

E O

N S

T A

T E

SEE SS SHEETS FOR SIGNING REMOVALS AND RELOCATIONS.

SEE UT SHEETS FOR UTILITY REMOVALS AND RELOCATIONS.

SEE DR SHEETS FOR DRAINAGE REMOVALS AND RELOCATIONS.

3.

2.

1.

NOTES:

REM…