3-Attachment D plan Set 22695 Pioneer Trail Plans Signed.pdf

ROADWAY DRAWINGS

SHEET NO.

SHEETS

NO. OF

DESCRIPTION

1 1 TITLESHEET / INDEX TO SHEETS

SC-01 TO SC-02 2 SURVEY CONTROL

DT-01 TO DT-02 2 DETAIL

SM-01 TO SM-02 2 SUMMARY

MOT-01 1 MAINTENANCE OF TRAFFIC

RD-01 TO RD-04 4 ROADWAY

UTDT-01 1 UTILITY DETAIL

UT-01 TO UT-04 4 UTILITY

GR-01 TO GR-04 4 GRADE

DRDT-01 1 DRAINAGE DETAIL

DR-01 TO DR-04 6 DRAINAGE

SS-01 TO SS-04 4 SIGNING

SP-01 TO SP-04 4 STRIPING

TOTAL SHEETS 36

(Inch-Pound Units)

U.S. Standard Units

OTHERWISE NOTED

ALL UNITS IN FEET UNLESS

VERIFIED FOR SUBMISSION FOR ADVERTISEMENT

CURB EXTENSIONS

STATE FUNDED PROJECT

0.301

SALT LAKE

PIONEER TRAIL IMPROVEMENTS

S-0186(51)2 22695 S-0186(51)2

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

p w h o r r o c k s p w .b e n t l e y

.c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s

U

T

P i o n e e r T r a i l I m p r o v e m e n t s

S h e e t

F i l e s C o v e r

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

NO.

SHEET

UTAH

STATE OF

MAJOR HIGHWAYS

UTAH DEPARTMENT OF TRANSPORTATION

DESIGN ENGINEER

LENGTH MILES

COUNTY

PIN:

DEPARTMENT OF TRANSPORTATION

UTAH

PLANS OF PROPOSED STATE ROAD

200 NORTH

300 NORTH

APRICOT AVE

E A

S T C

A P

IT

O L B

L V

D

C E

N T E

R S

T

M A

IN

S

T

4TH AVE

5TH AVE

6TH AVE

7TH AVE

A S

T

B S

T

C S

T

A L

M O

N D S

T

C O

L U

M B

U S S

T

HILLSIDE AVE

W A

L L

S T

S R

-1

S T

A T

E S

T

Q U

IN

C

E S

T

C A

N Y

O N R

D

3RD AVE

2ND AVE

NORTH TEMPLE ST

W E

S T

T E

M P

L E

S T

W

E S

T

W

E S

T

400 NORTH

500 NORTH

SOUTH TEMPLE ST

N

UTA

H

FOETAT

S SEAL

ELECTRONIC

07/23/2026

R E

G

IS

T E

R E

D

PROFESSIONA

L E

N G

IN

E E

R

CHRISTOFFERSON

ALEX TREVOR

13242102 p w h o r r o c k s p w .b e n t l e y

.c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s

U

T

P i o n e e r T r a i l I m p r o v e m e n t s

S h e e t

F i l e s C o v e r

S

C

.d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L L

A N

D S

U R

V E

Y O

R

COUNTY

SALT LAKE

H O

R R

O C

K S

/1

/2

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

300 N

HILLSIDE AVE

200 N

C A P

IT

O L S

T

C O

L U

M B

U S S

T

NORTH TEMPLE

3RD AVE

2ND AVE

4TH AVE

B S

T

1ST AVE

SOUTH TEMPLE

5TH AVE

6TH AVE

500 N

GRAND AVE

C O

R T

E Z

S T

NS.L.B. & M.

R.1E.T.1N.

S T

A T

E S

T

C A

P

IT

O L B

L V

D

LEGEND:

= MONUMENT

= CONTROL POINT

= AERIAL TARGET

0 500 1000 1500

FEET

SCALE 1:500

SURVEYORS CERTIFICATE

I, TREVOR J JENSEN, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL

LAND SURVEYOR, HOLDING CERTIFICATE NUMBER 11374031-2201, AS PRESCRIBED

BY THE LAWS OF THE STATE OF UTAH. I FURTHER CERTIFY THAT I HAVE

PREPARED THE SURVEY CONTROL DIAGRAM REPRESENTED HEREIN AND THAT THE

SAME IS AN ACCURATE REPRESENTATION OF A CONTROL SURVEY, AND WAS

CONDUCTED UNDER MY DIRECT SUPERVISION. THE FOLLOWING SURVEY

CONTROL MEETS OR EXCEEDS UDOT SURVEY AND GEOMATICS STANDARDS

PURPOSE AND SCOPE:

THE PURPOSE OF THIS SURVEY CONTROL IS TO ESTABLISH A PREMISE FROM WHICH CURRENT

PROJECT DATA IS DERIVED USING UDOT CONTROL STANDARDS. A BASE MAP, TOPOLOGICAL MAP, AND EXISTING

SURFACE WAS HENCEFORTH CREATED FROM PROJECT GROUND COORDINATES DEMONSTRATED IN THIS DOCUMENT.

DATA CONTAINED HEREIN SHOULD BE USED AS A BASIS TO ADAPT AND CORRESPOND WITH PROJECT DESIGN.

COORDINATE SYSTEM AND PROJECTION INFORMATION

1. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (NAD83)

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88)

COORDINATE SYSTEM: "MODIFIED" US STATE PLANE 1983, (2011) UTAH CENTRAL ZONE 4302

EPOCH DATE: 2010

PROJECT UNITS: US SURVEY FOOT

COMBINED SCALE FACTOR: 1.0001790243

SCALE LOCATION: 0,0

NORTHING TRUNCATION: 7,000,000.00

EASTING TRUNCATION: 1,000,000.00

PROJECT HEIGHT: 4,505.00

GEOID MODEL: GEOID18

PROJECT BM: MON03

CONVERGENCE ANGLE AT PROJECT BM: -0�°16'30"

UDOT PIN: 22695

NOTES

2. ALL CONTROL COORDINATES ARE BASED ON THE UTAH REFERENCE NETWORK

GLOBAL POSITIONING SYSTEM (TURN GPS) AND WERE ESTABLISHED IN AUGUST 2023

USING PERMANENT TURN GPS RTK BASE STATION SALT LAKE CITY

3. THIS CONTROL SURVEY CONFORMS TO THE UDOT SURVEY AND GEOMATICS STANDARDS 2017.

AND MEETS 2 CENTIMETER LOCAL ACCURACIES.

4. THE BENCHMARK FOR THIS PROJECT IS CONTROL POINT MON03, AN NGS MONUMENT LABELED C29

WITH PID NUMBER AE4642. SAID POINT HAVING POSTED ELEVATION OF 4505.15.

A VERTICAL SITE CALIBRATION WAS THENCE PERFORMED TO ADJUST GEODETIC ERROR

5. PRIMARY SURVEY CONTROL CONSISTS OF EXISTING SURVEY MONUMENTS.

6. PRIMARY AND SECONDARY VERTICAL CONTROL WERE ESTABLISHED WITH A SERIES OF DIFFERENTIAL LEVELS

BEGINNING AT POINT NUMBER MON03. A FINAL LEAST SQUARES ADJUSTMENT WAS THEN APPLIED.

VERTICAL PRIMARY CONTROL DENOTED WITH * INDICATE GPS QUALITY ONLY AND WERE

PERFORMED WITH OBSERVATIONS OF 30 EPOCHS.

SUPPLEMENTAL CONTROL CONSISTS OF GPS QUALITY OBSERVATIONS ONLY.

7. EXISTING TOPOGRAPHY WAS NOT REFERENCED INTO THIS SHEET TO AVOID CLUTTER.

THE FOLLOWING BASE MAP DEPICTS BEARINGS AND DISTANCES DEPICTED FROM COUNTY MAPS

CONTROL TABLE VALUES CONTAINED HEREIN ARE VERIFICATION COORDINATES.

MONUMENTS AND CONTROL POINTS LABELED SC01, SC02, SC03, SC04, CQC01, MON02, MON06, MON17

ARE NOT SHOWN ON THE CORRISPONDING MAP AND FALL OUTSIDE OF IMMEDIATE SURVEY LIMITS.

COORDINATE CONVERSIONS:

8. PROJECT COORDINATES WERE CALCULATED BASED OFF NAD83 US STATE PLANE UTAH CENTRAL ZONE

COORDINATES THEN SCALING SAID COORDINATES BY THE COMBINED SCALE FACTOR FROM 0,0

AND DEDUCTING RESPECTIVE NORTHING AND EASTING TRUNCATION VALUES

PROJECT COORDINATES TO STATE PLANE GRID COORDINATES

STATE PLANE NORTHING = (PROJECT NORTHING + 7,000,000) / 1.0001790243

STATE PLANE EASTING = (PROJECT EASTING + 1,000,000) / 1.0001790243

(SCALING LATITUDE = N20�°31'27.66067") OR (SCALING NORTHING = 0)

(SCALING LONGITUDE = W116�°02'57.11642") OR (SCALING EASTING = 0)

P

O F E S

SI

ONAL LAND SUR

V E

Y O

R

STATE OF UTAH

8/15/2025

JENSEN

TREVOR

11374031-2201

MON05

MON04

SCP01

MON13

MON12

MON11

MON10

MON09 MON14

MON08 MON15

MON16

MON07

SCP02

MON18

MON01

AT05

SCP101

AT01

MON20

MON19

AT04

MON21

SCP104

SCP103

SCP107

SCP106

SCP105

SCP03

AT06

MON03

CP1002

CP1001

SCP100

SCP102

CP1000

J J

K M

O

SC-01

S U

R V

E Y

C O

N T

R h o r r o c k s p w .b e n t l e y

.c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s

U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s C o v e r S

C .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

A P

P R

O V

E D

P R

O F

E S

S

IO

N A

L L

A N

D S

U R

V E

Y O

R

COUNTY

SALT LAKE

H O

R R

O C

K S

/1

/2

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

PROJECT PRIMARY

GROUND COORDINATES

GEOGRAPHIC COORDINATES STATE PLANE COORDINATES HORROCKS ENGINEERING SURVEY

POINT

NUMBER

NORTHING EASTING ELEVATION LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

NORTHING EASTING CODE AND DESCRIPTION

MON01 452977.457 532379.612 4462.11 40�°46'33.51337"N 111�°53'27.78604"W 4407.07 7451643.432 1532105.328 MON - CL MON INTERSECT OF 300N AND MAIN

MON03 452914.663 533236.754 4505.15 40�°46'32.92992"N 111�°53'16.64387"W 4450.08 7451580.649 1532962.316 MON - NGS-SLC C29 1 PID-AE4642

MON04* 454417.056 533423.481 4578.78 40�°46'47.77977"N 111�°53'14.30187"W 4523.77 7453082.773 1533149.010 MON - CL 3N BRC 500N 80E

MON11* 452657.653 534457.711 4532.43 40�°46'30.44298"N 111�°53'00.76312"W 4477.43 7451323.685 1534183.055 MON - CL 3N BRC 250N 200E

MON12* 453071.064 534459.471 4554.08 40�°46'34.52707"N 111�°53'00.76329"W 4499.09 7451737.022 1534184.815 MON - CL 3N BRC 300N 200E

MON19 452624.711 533618.996 4496.43 40�°46'30.08188"N 111�°53'11.66032"W 4441.61 7451290.749 1533344.490 MON - BRC CL MONUMENT BRC

MON20 452972.392 533621.204 4517.94 40�°46'33.51665"N 111�°53'11.65116"W 4463.01 7451638.368 1533346.698 MON - BRC CL MONUMENT BRC

PROJECT SECONDARY

GROUND COORDINATES

GEOGRAPHIC COORDINATES STATE PLANE COORDINATES HORROCKS ENGINEERING SURVEY

POINT

NUMBER

NORTHING EASTING ELEVATION LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

NORTHING EASTING CODE AND DESCRIPTION

AT01 453077.740 533642.509 4521.23 40�°46'34.55827"N 111�°53'11.38021"W 4466.25 7451743.697 1533367.999 AT - MAG NAIL MOBILE TARGET

AT04 452498.936 533472.400 4485.92 40�°46'28.83311"N 111�°53'13.55825"W 4430.99 7451164.996 1533197.920 AT - MAG NAIL AT TIP OF CHEVRON

AT05 452481.969 532926.701 4465.91 40�°46'28.64211"N 111�°53'20.64857"W 4410.85 7451148.032 1532652.319 AT - MAG NAIL AT TIP OF CHEVRON

AT06 452981.680 533359.773 4510.58 40�°46'33.59724"N 111�°53'15.04899"W 4455.56 7451647.654 1533085.313 AT - MAG NAIL AT TIP OF CHEVRON

CP1000 452464.484 533145.952 4467.56 40�°46'28.47878"N 111�°53'17.79845"W 4412.60 7451130.551 1532871.531 CP - MAG NAIL AND WASHER IN CURB

CP1001 452671.005 533181.228 4485.18 40�°46'30.52048"N 111�°53'17.35169"W 4430.22 7451337.035 1532906.800 CP - MAG NAIL AND WASHER IN CURB

CP1002 452936.465 533122.501 4505.22 40�°46'33.14039"N 111�°53'18.12983"W 4450.27 7451602.447 1532848.084 CP - MAG NAIL AND WASHER IN MEDIAN

SCP02 452945.239 532438.390 4465.01 40�°46'33.19763"N 111�°53'27.02040"W 4410.02 7451611.220 1532164.095 CP - MAG NAIL/WASHER SET IN CURB AT SE COR 300N AND MAIN

SCP03 452970.612 533164.343 4506.15 40�°46'33.47952"N 111�°53'17.58800"W 4451.20 7451636.588 1532889.918 CP - MAG MAG NAIL SET IN ASPHALT

PROJECT SUPPLEMENTAL

GROUND COORDINATES

GEOGRAPHIC COORDINATES STATE PLANE COORDINATES HORROCKS ENGINEERING SURVEY

POINT

NUMBER

NORTHING EASTING ELEVATION LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

NORTHING EASTING CODE AND DESCRIPTION

CQC01 458559.913 529697.411 4278.68 40�°47'28.54392"N 111�°54'02.96658"W 4223.57 7457224.889 1529423.607 CQC - 2.5 INCH BRC CENTER 1/4 COR S25 T1N R1W

MON02 455708.801 531811.212 4437.32 40�°47'00.47115"N 111�°53'35.32847"W 4382.25 7454374.287 1531537.030 MON - NGS MON STAMPED S172 DATED 1967

MON05 454997.318 533425.853 4629.26 40�°46'53.51215"N 111�°53'14.30371"W 4574.29 7453662.931 1533151.382 MON - CL 3N BRC 560 N 80E

MON06 455563.584 533428.107 4663.80 40�°46'59.10627"N 111�°53'14.30628"W 4608.84 7454229.096 1533153.635 MON - CL 3N BRC 630N 80E

MON07 450554.944 534448.745 4358.95 40�°46'09.67029"N 111�°53'00.76247"W 4303.87 7449221.352 1534174.091 MON - CL 3N BRC 0S 255E

MON08 451412.616 534452.467 4439.09 40�°46'18.14325"N 111�°53'00.76189"W 4384.05 7450078.871 1534177.812 MON - CL 3N BRC 100N 200E

MON09 451827.376 534454.245 4455.39 40�°46'22.24067"N 111�°53'00.76190"W 4400.36 7450493.557 1534179.590 MON - CL 3N BRC 150N 200E

MON10 452244.066 534455.974 4484.24 40�°46'26.35715"N 111�°53'00.76265"W 4429.22 7450910.172 1534181.318 MON - CL 3N BRC 200N 200E

MON13 453058.424 534872.321 4533.64 40�°46'34.41966"N 111�°52'55.39754"W 4478.68 7451724.384 1534597.591 MON - CL 3N BRC 300N 250E

MON14 451825.379 534868.474 4464.24 40�°46'22.23845"N 111�°52'55.37909"W 4409.24 7450491.560 1534593.744 MON - CL 3N BRC 150N 250E

MON15 451410.771 534866.794 4444.49 40�°46'18.14254"N 111�°52'55.37791"W 4389.47 7450077.026 1534592.065 MON - CL 3N BRC 100N 250E

MON16 450992.914 534864.961 4420.91 40�°46'14.01452"N 111�°52'55.37853"W 4365.87 7449659.244 1534590.232 MON - CL 3N BRC 50N 250E

MON17 455638.091 531890.912 4461.68 40�°46'59.77608"N 111�°53'34.28862"W 4406.61 7454303.590 1531616.715 MON - NGS MON STAMPED R172 DATED 1967

MON18 452978.296 532364.962 4462.50 40�°46'33.52103"N 111�°53'27.97647"W 4407.37 7451644.271 1532090.681 MON - CL AT 300N AND MAIN NO DIMPLE SHOT ON CENTER

MON21 452108.627 533285.097 4441.81 40�°46'24.96000"N 111�°53'15.97200"W 4386.71 7450774.757 1533010.651 MON - 4IN BRC CLMON

SC01 450669.979 521717.132 4224.79 40�°46'10.23505"N 111�°55'46.20174"W 4168.99 7449336.367 1521444.756 SC - SE34 1N 1W

SC02 461140.968 532325.664 5228.31 40�°47'54.15643"N 111�°53'28.95130"W 5173.53 7459805.482 1532051.390 SC - 2.5 INCH BRC SE COR S24 T1N R1W

SC03 461174.637 529687.710 4688.72 40�°47'54.37362"N 111�°54'03.24501"W 4633.73 7459839.145 1529413.908 SC - 2.5 INCH BRC S 1/4 COR S24 T1N R1W

SC04 461200.025 537611.579 4899.49 40�°47'54.96276"N 111�°52'20.24083"W 4845.06 7459864.528 1537336.358 SC - WOOD POST NE S30 T1N R1W

SCP01 453573.380 532520.160 4494.84 40�°46'39.40645"N 111�°53'25.99343"W 4439.74 7452239.248 1532245.851 CP - MAG NAIL/WASHER SET IN CURB COR OF 365N COLUMBUS ST

SCP100 452507.452 533198.240 4470.26 40�°46'28.92000"N 111�°53'17.12400"W 4415.17 7451173.511 1532923.809 CP - NAIL IN CURB

SCP101 452467.882 532976.023 4469.24 40�°46'28.48800"N 111�°53'20.00400"W 4414.13 7451133.948 1532701.632 CP - NAIL IN SIDEWALK

SCP102 452467.265 533183.570 4467.93 40�°46'28.52400"N 111�°53'17.30400"W 4412.84 7451133.331 1532909.142 CP - NAIL IN CURB

SCP103 452086.731 533141.180 4433.39 40�°46'24.74400"N 111�°53'17.84400"W 4378.28 7450752.865 1532866.760 CP - NAIL IN SIDEWALK

SCP104 452119.845 533129.166 4433.82 40�°46'25.06800"N 111�°53'17.98800"W 4378.71 7450785.973 1532854.748 CP - NAIL IN ASPHALT

SCP105 451364.665 532979.001 4357.58 40�°46'17.61600"N 111�°53'19.89600"W 4302.44 7450030.928 1532704.610 CP - NAIL IN ASPHALT

SCP106 451312.260 532988.761 4357.56 40�°46'17.07600"N 111�°53'19.78800"W 4302.41 7449978.533 1532714.368 CP - NAIL IN ASPHALT

SCP107 451355.186 532765.371 4351.27 40�°46'17.50800"N 111�°53'22.66800"W 4296.11 7450021.451 1532491.018 CP - NAIL IN ASPHALT

J

K M

O

SC-01

S U

R V

E Y

C O

N T

R

NOTES:

SPECIFICATIONS SECTION 02741.

USE 1/2 INCH HOT MIX ASPHALT (HMA), PER UDOT STANDARD 2.

VERTICAL EDGES OF PAVEMENT.

SPECIFICATIONS SECTION 02748. PROVIDE FULL COVERAGE ON ALL

TACK COAT: PLACE AS SPECIFIED IN UDOT STANDARD 1.

PAVEMENT DETAIL

USE THIS DETAIL FOR ASPHALT PAVEMENT REPAIR FOR CURB AND GUTTER AND ISLAND INSTALLATION

24" MIN

THICKNESS +1"

MATCH EXISTING

HMA - 1/2 INCH REQ'D

Existing Aggregate Base

Existing Aggregate Subgrade

Subgrade

UNTREATED BASE COURSE

Existing Asphalt Pavement

LIP OF CURB AND GUTTER

FACE OF ISLAND CURB OR

TACK COAT (SEE NOTE 1)

p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s D e t a i l s D e t a i l s .d g n

D R

A W

N B

Y

A P

P R

O V

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B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

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C T

N U

M B

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P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

J A

B

K K

H

DT-01

D E

T

IL

/2

4/

(TYP)

8"

MEET GUTTER GRADE

WARP SURFACE TO

#4 @ 12" O.C. MAX

REINFORCEMENT

#4 @ 12" O.C. MAX

REINFORCEMENT FLOWLINE

A

A

TYPICAL PLAN

(LAYOUT VARIES, SEE ROADWAY SHEETS)

SECTION A - A

JOINT

JOINT

9"

3"

.5

2'-6" 2'-6"

3"

UNTREATED BASE COURSE (8")

5'-0"

#4 @ 24" O.C.

(5) #4 @ 11" O.C.

S = 5.0%

5 FT CONCRETE WATERWAY

CONCRETE GUTTER TRANSITION TO WATERWAY

AREA = 3.438 SQ FT

UNTREATED BASE COURSE (8")

(T Y

P

.5

FLOWLINE

3"

WARP

5.0% MAX

#4 @ 12" O.C. EW

CURB

SHOWN FOR CLARITY)

(REINFORCEMENT NOT

WATERWAY

5 FT CONCRETE

VARIES

ACCESS RAMP

PEDESTRIAN

JOINT

CONSTRUCTION

* TRANSITION TO MATCH CURB AND GUTTER DIMENSIONS.

(SEE ROADWAY SHEETS)

CURB & GUTTER

(SEE ROADWAY SHEETS)

NOT SHOWN FOR CLARITY

PEDESTRIAN ACCESS RAMPS

p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s D e t a i l s D e t a i l s .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

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C T

N U

M B

E R

P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

J A

B

K K

H

DT-02

D E

T

SIGN SCHEDULE 1 OF 2

S

IG

N N

O

ALIGNMENT STATION OFFSET SIGN DESCRIPTION

CODE

SIGN

SIGN BASE AND FACE MATERIAL

COLOR

SIGN

SIGN POST SIGN BASE

F E

E T

T H

A N

S

Q U

A R

E

R E

M O

V E

S

IG

N L

E S

S

F E

E T

T H

A N

S

Q U

A R

E

R E

L O

C A

T E

S

IG

N L

E S

S

F E

E T

E Q

U A

L T

O

S

Q U

A R

E

G R

E A

T E

R T

H A

N O

R

R E

L O

C A

T E

S

IG

N

REMARKS

TYPE A-1 TYPE A-2

I N

X

I

N

I N

X

I

N

I N

X

I

N

I N

X

I

N

I N

X

I

N

A R

E A

I N

X

I

N

I N

X

I

N

I N

X

I

N

A R

E A

P

P

P O

S T

B A

S E

B

-1

T U

B U

L A

R S

T E

E L

S M

A L

L S

IG

N

S L

IP

B

A S

E B

-3

EA EA EA EA EA SQ FT EA EA SQ FT EA EA EA EA EA EA EA

1.1 SR-186 (STATE ST) 10+78.81 48.20 LT DOWNTOWN WAYFINDING BANNER (CUSTOM) R BR/BL/W 1 COORDINATE WITH SALT LAKE CITY FOR NEW

10+83.78 42.08 LT SIGN FOUNDATION SPECIFICATIONS

1.2 SR-186 (STATE ST) 11+07.52 48.42 LT 186 STATE ROUTE (MS4-5-24E) X BK/W 1

1.3 SR-186 (STATE ST) 11+07.52 48.42 LT STRAIGHT ARROW PLAQUE (MS6-3B) X BK/W 1 ON SAME POST AS SIGN NO. 1.2

1.4 SR-186 (STATE ST) 11+34.51 41.63 LT 186 STATE ROUTE (MS4-5-24E) N 1 5.00 BK/W 1 1

1.5 SR-186 (STATE ST) 11+34.51 41.63 LT STRAIGHT ARROW PLAQUE (MS6-3B) N 1 3.13 BK/W ON SAME POST AS SIGN NO. 1.4

1.6

TRAFFIC SIGNAL MAST ARM

MOUNT ON SW CORNER

RIGHT AND STRAIGHT THRU ARROW (R3-6R) N 1 7.50 W/BK MOUNT TO THE RIGHT OF EX. TYPE I SIGNAL HEAD

2.1 SR-186 (STATE ST) 12+81.52 49.42 LT NO PARKING ANYTIME (R7-1) X W/R 1

2.2 SR-186 (STATE ST) 12+83.25 41.25 LT NO PARKING ANYTIME (R7-1) N 1 1.50 W/R 1 1

3.1 SR-186 (STATE ST) 21+22.78 39.61 LT STOP SIGN (R1-1) X R/W 1

3.2 SR-186 (STATE ST) 21+22.78 39.61 LT PEDESTRIAN CROSSING VISIBILITY (CUSTOM) R W/R 1

CARRY ORANGE FLAG ACROSS WITH YOU

RIGHT WHEN CROSSING_FOR ADDED VISIBILITY

ON SAME POST AS SIGN NO. 3.1. LOOK LEFT &

21+22.86 37.26 LT ON SAME POST AS SIGN NO. 3.16

3.16 SR-186 (STATE ST) 21+22.86 37.26 LT STOP SIGN (R1-1) N 1 6.25 R/W 1 1

3.3 SR-186 (STATE ST) 21+22.28 74.33 LT NO PARKING ANYTIME (CUSTOM) X W/R 1 R30E CA SIGN

3.17 SR-186 (STATE ST) 21+21.58 77.88 LT NO PARKING ANYTIME (CUSTOM) N 1 1.50 W/R 1 1 R30E CA SIGN

3.4 SR-186 (STATE ST) 21+56.23 49.98 LT NO PARKING RIGHT ARROW (CUSTOM) X W/R 1 R30E CA SIGN

3.5 SR-186 (STATE ST) 21+56.23 49.98 LT PERMISSIVE PARKING LEFT ARROW (R7-108L) X W/G 1 ON SAME POST AS SIGN NO. 3.4. 8 AM TO 6 PM

3.18 SR-186 (STATE ST) 21+56.76 78.50 LT NO PARKING RIGHT ARROW (CUSTOM) N 1 1.50 W/R 1 1 R30E CA SIGN

3.19 SR-186 (STATE ST) 21+56.76 78.50 LT PERMISSIVE PARKING LEFT ARROW (R7-108L) N 1 1.50 W/G ON SAME POST AS SIGN NO. 3.18. 8 AM TO 6 PM

3.6 SR-186 (STATE ST) 21+77.16 16.56 LT PEDESTRIAN CROSSING (W11-2) X Y/BK 1

3.7 SR-186 (STATE ST) 21+77.16 16.56 LT DIAGONAL ARROW PLAQUE (W16-7P) X Y/BK 1 ON SAME POST AS SIGN NO. 3.6

3.8 SR-186 (STATE ST) 21+77.16 16.56 LT NO LEFT TURN (R3-2) X W/R/BK 1 ON BACKSIDE OF SIGN NO. 3.6 POST

3.20 SR-186 (STATE ST) 21+77.62 20.25 LT PEDESTRIAN CROSSING (W11-2) N 1 6.25 Y/BK 1 1

3.21 SR-186 (STATE ST) 21+77.62 20.25 LT DIAGONAL ARROW PLAQUE (W16-7P) N 1 2.19 Y/BK ON SAME POST AS SIGN NO. 3.20

3.22 SR-186 (STATE ST) 21+77.62 20.25 LT NO LEFT TURN (R3-2) N 1 4.00 W/R/BK ON BACKSIDE OF SIGN NO. 3.20 POST

3.9 SR-186 (STATE ST) 21+04.20 19.64 RT PEDESTRIAN CROSSING (W11-2) X Y/BK 1

3.10 SR-186 (STATE ST) 21+04.20 19.64 RT DIAGONAL ARROW PLAQUE (W16-7P) X Y/BK 1 ON SAME POST AS SIGN NO. 3.9

3.11 SR-186 (STATE ST) 21+04.20 19.64 RT NO LEFT TURN (R3-2) X W/R/BK 1 ON BACKSIDE OF SIGN NO. 3.9 POST

3.23 SR-186 (STATE ST) 21+02.20 17.27 RT PEDESTRIAN CROSSING (W11-2) N 1 6.25 Y/BK 1 1

3.24 SR-186 (STATE ST) 21+02.20 17.27 RT DIAGONAL ARROW PLAQUE (W16-7P) N 1 2.19 Y/BK ON SAME POST AS SIGN NO. 3.23

3.25 SR-186 (STATE ST) 21+02.20 17.27 RT NO LEFT TURN (R3-2) N 1 4.00 W/R/BK ON BACKSIDE OF SIGN NO. 3.23 POST

3.12 SR-186 (STATE ST) 21+58.88 57.40 RT NO PARKING LEFT ARROW (CUSTOM) X W/R 1 R30E CA SIGN

3.13 SR-186 (STATE ST) 21+58.88 57.40 RT PERMISSIVE PARKING RIGHT ARROW (R7-108R) X W/G 1

EXCEPT SAT, SUN AND HOLIDAYS

ON SAME POST AS SIGN NO. 3.12. 8 AM TO 6 PM

3.14 SR-186 (STATE ST) 21+58.88 57.40 RT RESIDENT PARKING SIGN (CUSTOM) R BK/W 1

EXEMPT TIME RESTRICTION

ON SAME POST AS SIGN NO. 3.12. AREA 5 PERMIT

21+59.28 77.06 RT ON SAME POST AS SIGN NO. 3.26.

3.26 SR-186 (STATE ST) 21+59.28 77.06 RT NO PARKING LEFT ARROW (CUSTOM) N 1 1.50 W/R 1 1 R30E CA SIGN

3.27 SR-186 (STATE ST) 21+59.28 77.06 RT PERMISSIVE PARKING RIGHT ARROW (R7-108R) N 1 1.50 W/G

EXCEPT SAT, SUN AND HOLIDAYS

ON SAME POST AS SIGN NO. 3.26. 8 AM TO 6 PM

3.15 SR-186 (STATE ST) 21+58.74 36.69 RT STOP SIGN (R1-1) X R/W 1

3.28 SR-186 (STATE ST) 21+57.93 39.77 RT STOP SIGN (R1-1) N 1 6.25 R/W 1 1

4.1 SR-186 (STATE ST) 30+84.06 40.07 LT STOP SIGN (R1-1) X R/W 1

4.14 SR-186 (STATE ST) 30+82.93 40.96 LT STOP SIGN (R1-1) N 1 6.25 R/W 1 1

4.2 SR-186 (STATE ST) 30+83.70 71.59 LT NO PARKING LEFT ARROW (CUSTOM) X W/R 1 R30E CA SIGN

4.3 SR-186 (STATE ST) 30+83.70 71.59 LT PERMISSIVE PARKING RIGHT ARROW (R7-108R) X W/G 1 ON SAME POST AS SIGN NO. 4.2. 8 AM TO 8 PM

4.4 SR-186 (STATE ST) 30+83.70 71.59 LT RESIDENT PARKING SIGN (CUSTOM) R BK/W 1

EXEMPT TIME RESTRICTION

ON SAME POST AS SIGN NO. 4.2. AREA 5 PERMIT

30+82.67 73.57 LT ON SAME POST AS SIGN NO. 4.15

4.15 SR-186 (STATE ST) 30+82.67 73.57 LT NO PARKING LEFT ARROW (CUSTOM) N 1 1.50 W/R 1 1 R30E CA SIGN

4.16 SR-186 (STATE ST) 30+82.67 73.57 LT PERMISSIVE PARKING RIGHT ARROW (R7-108R) N 1 1.50 W/G ON SAME POST AS SIGN NO. 4.15. 8 AM TO 8 PM

4.5 SR-186 (STATE ST) 31+15.26 53.70 LT NO PARKING ANYTIME ARROWS (CUSTOM) X W/R 1 R30E CA SIGN

4.17 SR-186 (STATE ST) 31+15.55 71.73 LT NO PARKING ANYTIME ARROWS (CUSTOM) N 1 1.50 W/R 1 1 R30E CA SIGN

4.6 SR-186 (STATE ST) 30+40.87 19.74 RT NO LEFT TURN (R3-2) X W/R/BK 1

4.18 SR-186 (STATE ST) 30+63.29 16.00 RT NO LEFT TURN (R3-2) N 1 4.00 W/R/BK 1 1

4.7 SR-186 (STATE ST) 30+85.21 48.06 RT NO PARKING RIGHT ARROW (CUSTOM) X W/R 1 R30E CA SIGN

SUB-TOTAL (1 OF 2) 2 1 1 2 1 32.50 9 3 3 44.25 5 8 5 8 22 3 1

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2 p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s S u m m a r y S u m m a r y .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

M M

/D D

/Y Y

X X

X

K K

H

SM-01

S U

M M

A R

Y C

W

SIGN SCHEDULE 2 OF 2

IG

N N

O

ALIGNMENT STATION OFFSET SIGN DESCRIPTION

CODE

SIGN

SIGN BASE AND FACE MATERIAL

COLOR

SIGN

SIGN POST SIGN BASE

F E

E T

T H

A N

S

Q U

A R

E

R E

M O

V E

S

IG

N L

E S

S

F E

E T

T H

A N

S

Q U

A R

E

R E

L O

C A

T E

S

IG

N L

E S

S

F E

E T

E Q

U A

L T

O

S

Q U

A R

E

G R

E A

T E

R T

H A

N O

R

R E

L O

C A

T E

S

IG

N

REMARKS

TYPE A-1 TYPE A-2

I N

X

I

N

I N

X

I

N

I N

X

I

N

I N

X

I

N

I N

X

I

N

A R

E A

I N

X

I

N

I N

X

I

N

I N

X

I

N

A R

E A

P

P

P O

S T

B A

S E

B

-1

T U

B U

L A

R S

T E

E L

S M

A L

L S

IG

N

S L

IP

B

A S

E B

-3

EA EA EA EA EA SQ FT EA EA SQ FT EA EA EA EA EA EA EA

4.8 SR-186 (STATE ST) 30+85.21 48.06 RT PERMISSIVE PARKING LEFT ARROW (R7-108L) X W/G 1

EXCEPT SAT, SUN AND HOLIDAYS

ON SAME POST AS SIGN NO. 4.7. 8 AM TO 6 PM

4.9 SR-186 (STATE ST) 30+85.21 48.06 RT RESIDENT PARKING SIGN (CUSTOM) R BK/W 1

EXEMPT TIME RESTRICTION

ON SAME POST AS SIGN NO. 4.7. AREA 5 PERMIT

30+83.09 77.39 RT ON SAME POST AS SIGN NO. 4.19

4.19 SR-186 (STATE ST) 30+83.09 77.39 RT NO PARKING RIGHT ARROW (CUSTOM) N 1 1.50 W/R 1 1 R30E CA SIGN

4.20 SR-186 (STATE ST) 30+83.09 77.39 RT PERMISSIVE PARKING LEFT ARROW (R7-108L) N 1 1.50 W/G

EXCEPT SAT, SUN AND HOLIDAYS

ON SAME POST AS SIGN NO. 4.19. 8 AM TO 6 PM

4.10 SR-186 (STATE ST) 31+16.97 64.74 RT NO PARKING LEFT ARROW (CUSTOM) X W/R 1 R30E CA SIGN

4.11 SR-186 (STATE ST) 31+16.97 64.74 RT PERMISSIVE PARKING RIGHT ARROW (R7-108R) X W/G 1

EXCEPT SAT, SUN AND HOLIDAYS

ON SAME POST AS SIGN NO. 4.10. 8 AM TO 6 PM

4.12 SR-186 (STATE ST) 31+16.97 64.74 RT RESIDENT PARKING SIGN (CUSTOM) R BK/W 1

EXEMPT TIME RESTRICTION

ON SAME POST AS SIGN NO. 4.10. AREA 5 PERMIT

31+17.91 76.90 RT ON SAME POST AS SIGN NO. 4.21

4.21 SR-186 (STATE ST) 31+17.91 76.90 RT NO PARKING LEFT ARROW (CUSTOM) N 1 1.50 W/R 1 1 R30E CA SIGN

4.22 SR-186 (STATE ST) 31+17.91 76.90 RT PERMISSIVE PARKING RIGHT ARROW (R7-108R) N 1 1.50 W/G

EXCEPT SAT, SUN AND HOLIDAYS

ON SAME POST AS SIGN NO. 4.21. 8 AM TO 6 PM

4.13 SR-186 (STATE ST) 31+17.13 37.41 RT STOP SIGN (R1-1) X R/W 1

4.23 SR-186 (STATE ST) 31+17.14 39.13 RT STOP SIGN (R1-1) N 1 6.25 R/W 1 1

SUB-TOTAL (2 OF 2) 0 0 0 0 0 0.00 4 0 1 12.25 2 1 2 1 4 2 0

SUB-TOTAL (1 OF 2) 2 1 1 2 1 32.50 9 3 3 44.25 5 8 5 8 22 3 1

TOTAL 2 1 1 2 1 32.50 13 3 4 56.50 7 9 7 9 26 5 1

SIGNING KEY SIGN CODE

SIGN COLOR R =RELOCATION

W = WHITE N = NEW SIGN

G = GREEN X = REMOVE SIGN

BL = BLUE

BR = BROWN

BK = BLACK

Y = YELLOW

R = RED

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2 p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s S u m m a r y S u m m a r y .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

M M

/D D

/Y Y

X X

X

K K

H

SM-02

S U

M M

A R

Y C

W

NORTH TEMPLE ST

R

-1

S T

A T

E S

T

SOUTH TEMPLE ST

200 NORTH

SR-186 (300 NORTH)

W E

S T

T E

M P

L E

M A

IN

S

T

1ST AVE

2ND AVE

3RD AVE

4TH AVE

C E

N T E

R S

T

M A

IN

S

T

S R -1

C O

L U

M B

U S S

T

C A

N Y

O N R

D

E A

S T C

A P

IT

O L B

L V

D

A S

T

HILLSIDE AVE

N

E A

S T

C A

P

IT

A L

S T

A

K

M

G

W E

B

F

A

G

J

B

HA

1. MAINTAIN A MINIMUM SIGN SPACING BETWEEN SIGNS AND IN ADVANCE OF

INTERSECTIONS OR WORK ZONE. MINIMUM SIGN SPACING IS 100 FT ON STATE STREET,

300 NORTH, AND ALL OTHER SIDE STREETS WITH POSTED LIMITS UNDER 35 MPH.

2.MAINTAIN RESIDENTIAL AND BUSINESS ACCESS AT ALL TIMES.

3 CMS TO BE PLACED 6 DAYS PRIOR TO CLOSURE. MESSAGE TO BE APPROVED BY UDOT.

4 CMS TO BE IN PLACE DURING CLOSURE. MESSAGE TO BE APPROVED BY UDOT.

5 MAINTAIN RIGHT TURNS FROM EASTBOUND 200 NORTH TO SOUTHBOUND STATE STREET.

6 CLOSE LEFT-TURN LANE WITH CHANNELIZING DEVICES. PLACE NO LEFT-TURN SIGNS

INSIDE CLOSED LANE.

R11-4 60" X 30" M4-10R

48" X 18"

MOUNTED ON

TYPE 3 BARRICADE

ROAD CLOSED

TO

THRU TRAFFIC

DETOUR

R11-2 48" X 30"

MOUNTED ON

TYPE 3 BARRICADE

END

DETOUR

M4-8a

24" X 18"AHEAD

DETOUR

W20-2 48" X 48"

DETOUR

CUSTOM

M4-8

24" X 12" M6-3

21" X 15"

F

300North 300North

DETOUR

CUSTOM

M4-9L

30" X 24"

300North

DETOUR

CUSTOM

M4-9R

30" X 24"

DETOUR

CUSTOM

M4-9R

30" X 24"

DETOUR

CUSTOM

M4-9L

30" X 24"

A B E F

G H

M

N

J

NOTES:

N

M

N

M

M

R11-4 60" X 30"

MOUNTED ON

TYPE 3 BARRICADE

ROAD CLOSED

TO

THRU TRAFFIC

Q

Q

M

DETOUR

CUSTOM

M4-8

24" X 12" M6-3

21" X 15"

K

N

E

State St

State St

State St

J

WORK ZONE

CHANGEABLE MESSAGE SIGN

DETOUR ROUTE

TEMPORARY SIGN

TYPE 3 BARRICADE

LEGEND

R3-2 24" X 24"

R3-1 24" X 24"

R11-2 48" X 30" M4-10L

48" X 18"

MOUNTED ON

TYPE 3 BARRICADE

W

R S

CLOSED

W20-3 48" X 48"

T

T

DO NOT

ENTER

W5-1 48" X 48"

U

DETOURR6

U

S

R

S p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s M

O T

M

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.d g n

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© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS

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SR-186 (STATE ST)

N O

R T

H T

E M

P L

E

10+45.23 LT 76.14

PAVECUT

10+45.31 LT 51.29

PAVECUT

10+62.60 LT 34.07

PAVECUT

10+58.72 LT 81.16

BEGIN SIDEWALK

10+49.74 LT 74.16

GUTTER TYPE B1

BEGIN CURB AND

4 INCH THICK (6' WIDE)

CONCRETE SIDEWALK,

TYPE B1 - GREATER THAN 50 FEET

CONCRETE CURB AND GUTTER

10+52.76 LT 62.54

SIDEWALK

10+50.46 LT 57.77

SIDEWALK

R=6'

SURFACE (TYP)

DETECTABLE WARNING

10+66.46 LT 49.57

SIDEWALK

10+60.37 LT 43.15

SIDEWALK

R=6' p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s R o a d w a y D e s i g n R o a d w a y .d g n

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N00°26'25"E

1.PROVIDE A MINIMUM PAVEMENT WIDTH OF 2 FEET FROM

PAVECUT LINE TO PROPOSED LIP OF GUTTER.

2.PROTECT IN PLACE EXISTING FEATURES LIKE JUNCTION

BOXES, TELEPHONE PEDESTALS, AND LIGHT POLES.

3.WORK WITHIN EXISTING RIGHT-OF-WAY.

4.REMOVE SIDEWALK, CURB, AND PAVEMENT WHERE NEW

SIDEWALK, CURB, AND PAVEMENT ARE BEING PLACED.

FOR CONCRETE ELEMENTS REMOVE TO THE NEAREST

JOINT.

NOTES:

1B

1A

Existing R/W Line

Existing R/W Line

E x is ti n g

R /W

L in e

E x is ti n g R /W L in e

CURVE DATA

CURVE

PC CC PT

RADIUS ITEM

STATION OFFSET STATION OFFSET STATION OFFSET

1A 10+58.76 63.55 LT 10+66.76 63.58 LT 10+66.77 55.57 LT 8.00 BACK OF WALK

1B 10+49.77 63.51 LT 10+74.77 63.58 LT 10+74.79 38.58 LT 25.00 TBC

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SR-186 (STATE ST)

12+36.84 LT 49.70

BEGIN DRIVEWAY

12+61.75 LT 49.72

END DRIVEWAY

14+09.60 LT 30.72

END SIDEWALK

13+53.41 LT 27.51

PAVECUT

13+52.60 LT 32.37

GUTTER TYPE B1

END CURB AND

CONCRETE DRIVEWAY

4 INCH THICK (6' WIDE)

CONCRETE SIDEWALK,

TYPE B1 - GREATER THAN 50 FEET

CONCRETE CURB AND GUTTER

p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

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N00°26'25"E

NOTES:

1.PROVIDE A MINIMUM PAVEMENT WIDTH OF 2 FEET FROM

PAVECUT LINE TO PROPOSED LIP OF GUTTER.

2.PROTECT IN PLACE EXISTING FEATURES LIKE JUNCTION

BOXES, TELEPHONE PEDESTALS, AND LIGHT POLES.

3.WORK WITHIN EXISTING RIGHT-OF-WAY.

4.REMOVE SIDEWALK, CURB, AND PAVEMENT WHERE NEW

SIDEWALK, CURB, AND PAVEMENT ARE BEING PLACED.

FOR CONCRETE ELEMENTS REMOVE TO THE NEAREST

JOINT.

5.DRIVEWAY WORK: NOTIFY PROPERTY OWNERS 3 DAYS

BEFORE WORK BEGINS. MAINTAIN ACCESS TO

PROPERTIES AT ALL TIMES.

2C

2B

2A

Existing R/W Line

Existing R/W Line

Existing R/W Line

CURVE DATA

CURVE

PC CC PT

RADIUS ITEM

STATION OFFSET STATION OFFSET STATION OFFSET

2A 13+02.18 38.78 RT 13+02.36 161.22 RT 13+52.60 32.37 LT 200.00 TBC

2B 12+72.62 55.73 LT 12+72.84 130.27 RT 13+17.32 50.33 LT 186.00 BACK OF WALK

2C 13+76.57 35.74 LT 14+20.69 214.88 LT 14+09.60 30.72 LT 186.00 BACK OF WALK

N .6

.9

.4

.5

R=5'

R=5'

R=5'

R=5'

R=4'

20+98.29 LT 30.65

SIDEWALK

21+04.32 LT 30.53

SIDEWALK

21+10.61 LT 36.63

SIDEWALK

21+16.38 LT 34.02

SIDEWALK

21+04.01 RT 31.19

SIDEWALK

21+28.51 RT 59.27

SIDEWALK

21+26.37 RT 62.20

SIDEWALK

21+19.55 RT 65.28

SIDEWALK

21+19.71 RT 69.60

SIDEWALK

21+25.31 RT 67.13

SIDEWALK

21+28.06 RT 67.53

SIDEWALK

21+73.38 RT 31.07

SIDEWALK

21+68.46 RT 40.78

SIDEWALK

R=3'

21+54.61 RT 64.69

SIDEWALK

21+56.60 RT 66.51

SIDEWALK

21+63.65 RT 66.53

SIDEWALK

21+63.71 RT 71.99

SIDEWALK

21+58.50 RT 71.99

SIDEWALK

21+56.37 RT 73.11

SIDEWALK

PC 21+76.24 LT 24.32

SIDEWALK

21+78.73 LT 30.19

SIDEWALK

21+73.15 LT 31.18

SIDEWALK

21+68.19 LT 37.03

SIDEWALK

PC 21+62.16 LT 39.13

SIDEWALK

SURFACE (TYP)

DETECTABLE WARNING

R=6'

21+68.47 LT 40.91

SIDEWALK

p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s R o a d w a y D e s i g n R o a d w a y .d g n

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N00°24'05"E

N

O R

T H

SR-186 (STATE ST)

3D3A

3C

3B

20+74.43 LT 14.94

GUTTER TYPE B1

BEGIN CURB AND

20+74.61 RT 15.86

GUTTER TYPE B1

BEGIN CURB AND

21+30.92 RT 15.50

VALLEY GUTTER

21+26.30 RT 77.73

GUTTER TYPE B1

END CURB AND

21+56.67 RT 77.09

GUTTER TYPE B1

BEGIN CURB AND

21+47.92 RT 15.50

VALLEY GUTTER

21+51.92 RT 19.50

VALLEY GUTTER

22+17.50 RT 15.24

GUTTER TYPE B1

END CURB AND

22+17.06 LT 15.16

GUTTER TYPE B1

END CURB AND

(SEE SHEET DT-02)

CONCRETE VALLEY GUTTER

RAMP (TYP)

PEDESTRIAN ACCESS

(4 INCH THICK)

CONCRETE SIDEWALK

(4 INCH THICK)

CONCRETE SIDEWALK

21+23.93 LT 77.90

GUTTER TYPE B1

END CURB AND

21+54.39 LT 78.49

GUTTER TYPE B1

BEGIN CURB AND

THAN 50 FEET (TYP)

GUTTER TYPE B1 - GREATER

CONCRETE CURB AND

20+72.70 LT 10.43

PAVECUT

20+77.20 LT 10.38

PAVECUT

20+90.60 LT 8.50

PAVECUT

21+03.88 LT 8.50

PAVECUT

21+30+88 LT 35.69

PAVECUT

21+30+70 LT 60.69

PAVECUT

21+28.57 LT 79.41

PAVECUT

21+49.57 LT 79.94

PAVECUT

21+47.70 LT 60.81

PAVECUT

21+47.88 LT 35.31

PAVECUT

21+74.88 LT 8.50

PAVECUT

21+99.88 LT 8.50

PAVECUT

22+18.58 LT 10.50

PAVECUT

22+19.01 RT 10.50

PAVECUT

21+99.88 RT 8.50

PAVECUT

21+79.42 RT 8.50

PAVECUT

21+47.09 RT 17.50

PAVECUT

21+32.92 RT 17.50

PAVECUT

21+49.92 RT 20.33

PAVECUT

20+72.70 RT 11.41

PAVECUT

20+77.20 RT 11.30

PAVECUT

20+90.83 RT 8.62

PAVECUT

21+03.83 RT 8.50

PAVECUT

21+32.92 RT 79.70

PAVECUT

21+49.92 RT 79.11

PAVECUT

NOTES:

1.PROVIDE A MINIMUM PAVEMENT WIDTH OF 2 FEET FROM

PAVECUT LINE TO PROPOSED LIP OF GUTTER.

2.PROTECT IN PLACE EXISTING FEATURES LIKE JUNCTION

BOXES, TELEPHONE PEDESTALS, AND LIGHT POLES.

3.WORK WITHIN EXISTING RIGHT-OF-WAY.

4.REMOVE SIDEWALK, CURB, AND PAVEMENT WHERE NEW

SIDEWALK, CURB, AND PAVEMENT ARE BEING PLACED.

FOR CONCRETE ELEMENTS REMOVE TO THE NEAREST

JOINT.

5.DRIVEWAY WORK: NOTIFY PROPERTY OWNERS 3 DAYS

BEFORE WORK BEGINS. MAINTAIN ACCESS TO

PROPERTIES AT ALL TIMES.

CURVE DATA

CURVE

PC CC PT

RADIUS ITEM

STATION OFFSET STATION OFFSET STATION OFFSET

3A 21+01.36 13.00 LT 21+01.36 38.00 LT 21+26.36 38.18 LT 25.00 TBC

3B 21+03.91 13.00 RT 21+03.42 38.00 RT 21+28.42 37.90 RT 25.00 TBC

3C 21+54.42 38.10 RT 21+79.42 38.00 RT 21+79.42 13.00 RT 25.00 TBC

3D 21+52.36 37.83 LT 21+77.36 38.00 LT 21+77.36 13.00 LT 25.00 TBC

E x is ti n g

R /W

L in e

Existing R/W Line

Existing R/W Line

Existing R/W Line

E x is ti n g

R /W

L in e

Existing R/W Line

N .1

.1

.7

.1

R=3.5'

30+27.18 RT 24.87

SIDEWALK

30+31.18 RT 24.87

SIDEWALK

30+69.20 RT 30.95

SIDEWALK

30+78.11 RT 36.82

SIDEWALK

R=3.5'

R=3'

R=3.5'

R=3'

R=6'

R=3'

CONCRETE DRIVEWAY

R=5'

R=3'

31+24.84 RT 38.69

SIDEWALK

31+33.60 RT 33.27

SIDEWALK

30+68.32 LT 31.04

SIDEWALK

30+74.85 LT 37.95

SIDEWALK

R=3'

R=3'

31+24.58 LT 42.08

SIDEWALK

31+30.63 LT 30.78

SIDEWALK

SURFACE (TYP)

DETECTABLE WARNING

p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s R o a d w a y D e s i g n R o a d w a y .d g n

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N00°19'38"E

H

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L S

ID

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A V

E

SR-186 (STATE ST)

30+18.68 LT 8.50

PAVECUT

30+20.68 LT 15.46

GUTTER TYPE B1

BEGIN CURB AND

30+33.39 LT 24.90

BEGIN DRIVEWAY

30+46.79 LT 24.86

END DRIVEWAY

30+88.95 LT 15.50

VALLEY GUTTER

30+90.93 LT 17.50

PAVECUT

31+05.10 LT 17.50

PAVECUT

31+07.93 LT 20.33

PAVECUT

30+19.41 RT 8.50

PAVECUT

30+21.41 RT 15.21

GUTTER TYPE B1

BEGIN CURB AND

30+85.69 RT 77.41

GUTTER TYPE B1

END CURB AND

31+15.82 RT 76.95

GUTTER TYPE B1

BEGIN CURB AND

31+77.47 LT 15.20

GUTTER TYPE B1

END CURB AND

31+77.45 LT 15.20

GUTTER TYPE B1

END CURB AND

31+79.45 LT 8.54

PAVECUT

31+79.45 LT 8.54

PAVECUT

31+09.65 RT 78.89

PAVECUT

30+92.65 RT 79.47

PAVECUT

30+92.65 RT 17.50

PAVECUT

31+09.65 RT 20.33

PAVECUT

31+06.82 RT 17.50

PAVECUT

31+05.96 LT 15.50

VALLEY GUTTER

31+09.93 LT 19.50

VALLEY GUTTER

31+11.65 RT 19.50

VALLEY GUTTER

31+07.65 RT 15.50

VALLEY GUTTER

30+90.65 RT 15.50

VALLEY GUTTER

30+85.27 LT 73.57

GUTTER TYPE B1

END CURB AND

31+13.19 LT 71.73

GUTTER TYPE B1

BEGIN CURB AND

31+07.93 LT 73.73

PAVECUT

30+90.93 LT 75.57

PAVECUT

SEE SHEET DT-02

VALLEY GUTTER

CONCRETE

SEE SHEET DT-02

VALLEY GUTTER

CONCRETE

THAN 50 FEET (TYP)

GUTTER TYPE B1 - GREATER

CONCRETE CURB AND

4A

4B 4C

4D

CURVE DATA

CURVE

PC CC PT

RADIUS ITEM

STATION OFFSET STATION OFFSET STATION OFFSET

4A 30+61.43 13.00 LT 30+61.43 38.00 LT 30+86.43 38.00 LT 25.00 TBC

4B 30+63.15 13.00 RT 30+63.15 38.00 RT 30+88.15 38.23 RT 25.00 TBC

4C 31+14.15 37.77 RT 31+39.15 38.00 RT 31+39.15 13.00 RT 25.00 TBC

4D 31+12.43 38.00 LT 31+37.43 38.00 LT 31+37.43 13.00 LT 25.00 TBC

NOTES:

1.PROVIDE A MINIMUM PAVEMENT WIDTH OF 2 FEET FROM

PAVECUT LINE TO PROPOSED LIP OF GUTTER.

2.PROTECT IN PLACE EXISTING FEATURES LIKE JUNCTION

BOXES, TELEPHONE PEDESTALS, AND LIGHT POLES.

3.WORK WITHIN EXISTING RIGHT-OF-WAY.

4.REMOVE SIDEWALK, CURB, AND PAVEMENT WHERE NEW

SIDEWALK, CURB, AND PAVEMENT ARE BEING PLACED.

FOR CONCRETE ELEMENTS REMOVE TO THE NEAREST

JOINT.

5.DRIVEWAY WORK: NOTIFY PROPERTY OWNERS 3 DAYS

BEFORE WORK BEGINS. MAINTAIN ACCESS TO

PROPERTIES AT ALL TIMES.

Existing R/W Line

Existing R/W Line Existing R/W Line

Existing R/W Line

E x is ti n g

R /W

L in e

E x is ti n g

R /W

L in e

LEGEND

SYMBOLS

PROPOSED WATER LINE

PROPOSED GAS LINE

PROPOSED IRRIGATION LINE

PROPOSED FIBER OPTIC LINE

PROPOSED STORM DRAIN LINE

EXISTING STORM DRAIN

PROPOSED OVERHEAD ELECTRIC

PROPOSED BURIED ELECTRIC

EXISTING WATER LINE

EXISTING BURIED ELECTRIC

EXISTING OVERHEAD CABLE TV

EXISTING PRESSURIZED/PIPED IRRIGATION

EXISTING OVERHEAD ELECTRIC

EXISTING BURIED TELEPHONE

OPEN DITCH

EXISTING GAS LINE

EXISTING SEWER LINE

PROPOSED SEWER LINE

PROPOSED BURIED TELEPHONE LINE

EXISTING BURIED FIBER OPTIC LINE

EXISTING BURIED CABLE TV

EXISTING OVERHEAD FIBER OPTIC

EXISTING

WATER VALVE

POWER MANHOLEME

STREET LIGHT

IRRIGATION VALVE

IRRIGATION JUNCTION BOX

ELECTRICAL JUNCTION BOX

TELECOM MANHOLE FIBER CABINET

POWER POLE

FIBER BOX

FIRE HYDRANT

WATER METER

CAMERA

PROPOSED

STORM DRAIN MANHOLE

UTILITY POLE

FIRE HYDRANT

TELECOM MANHOLE TEST HOLE

POWER POLE

WATER VALVE

WATER MANHOLE

MT

MSD

MW

FIBER OPTIC JUNCTION BOX

EXISTING OVERHEAD TELEPHONE

EPP

ELECTRICAL TRANSFORMER

TELEPHONE PEDESTAL/ CABLE TV BOX

SANITARY SEWER MANHOLEMSS

UP

TELEPHONE PEDESTAL/ CABLE TV BOX WATER METER

ELECTRICAL JUNCTION BOX

IRRIGATION VALVE

MT

GAS VALVE

MSD STORM DRAIN MANHOLE

STORM DRAIN CATCH BASIN

SEWER CLEAN OUT

SCO

PAID FOR BY CONTRACTOR.

REPAIR WILL BE DONE TO OWNERS SATISFACTION. WORK WILL BE

DAMAGE CAUSED BY CONSTRUCTION AFTER NOTICE TO PROCEED.

CONTRACTOR WILL BE RESPONSIBLE TO REPAIR ANY UTILITY 6.

SHOWN ON PLANS.

NOT ALL SERVICE CONNECTIONS AND LATERALS LOCATED OR 5.

UTILITIES TO AVOID STORM DRAIN CONFLICTS.

STAKE PROPOSED STORM DRAIN PRIOR TO INSTALLATION OF NEW 4.

LOCATIONS IN THE FIELD.

CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL

ALL EXISTING UTILITY LOCATIONS ARE FOR REFERENCE ONLY. 3.

RELOCATE OR ABANDON.

PROTECT IN PLACE ALL EXISTING UTLITIES UNLESS MARKED TO 2.

UNDERGROUND UTILITIES. 1-800-662-4111 OR 811.

BEFORE DIGGING CALL BLUE STAKES FOR LOCATION OF 1.

GENERAL NOTES: ABBREVIATIONS

mh kv in hp hdpe fdr di dist ct cpp cmp con ac aband

MANHOLE

KILOVOLT

INCH

HIGH PRESSURE

HIGH DENSITY POLY ETHYLENE

FEEDER

DUCTILE IRON

DISTRIBUTION

COUNT

CORRUGATED PLASTIC PIPE

CORRUGATED METAL PIPE

CONCRETE

ASBESTOS CEMENT

ABANDON

VITRIFIED CLAY PIPE

TRUNK

TRANSMISSION

STEEL

SHOTCOAT STEEL

SERVICE

SECONDARY

REINFORCED CONCRETE PIPE

PUBLIC UTILITY EASEMENT

PRIVATE UTILITY OWNER

POLYVINYL CHLORIDE

POLY ETHYLENE

POLE

PLASTIC

PHASE

PAIR

vcp trnk trans stl shct srvc sec rcp pue prvt pvc poly pole plstc ph pr

UTILITY CONTACTS

ABBR COMPANY NAME CONTACT PHONE NUMBER CELL NUMBER E-MAIL

COM COMCAST David Mascarenas (801) 831-6622 david_mascarenas@comcast.com

LDS LDS Facility Headquarters Carly Zemcik (385) 499-1574 Carly.Zemcik@churchofjesuschrist.org

LUM CenturyLink/Lumen Darren Keller (385) 312-6525 darren.keller@lumen.com

EGU Enbridge Gas Chris Robinson (801) 324-3432 (801) 209.4762 christopher.robinson@dominionenergy.com

GF Google Fiber Tyler Steins

Alex Balch

(801) 252-6567

(801) 347-9833 tsteins@xwf.google.com abalch@google.com

RMP Rocky Mountain Power Spencer Fowler (801) 220-4060 (801) 200-4705 Spencer.Fowler@rockymountain power.net

SLCPU Salt Lake City Public Utilities Mike Guymon (801) 483-6749 michael.guymon@slc.gov

SIG SummitlG Steve Ragland (801) 317-4483 sragland@summitig.com

SYN Syringa Michael De Witt

Katie Caruso

(208) 229-6160 | Michael

(208) 803-4000

(801) 808-7946 mcdewitt@syringanetworks.net

Kcaruso@syringanetworks.net

VRZN Verizon/MCI Don Condie

Barry Calkins

(385) 419-3780 | Don

(801) 301-0925

(951) 587-1831 don.condie@verizon.com barry.calkins@verizon.com

ZAYO Zayo Fiber Finn Edmunds (801) 213-3344 (385) 228-2413 finn.edumunds@zayo.com

QUALITY LEVEL DEFINITION

A

UTILITY LOCATIONS BASED ON NON-DESTRUCTIVE EXPOSURE OF UTILITY FACILITY AND

MEASURING HORIZONTAL AND VERTICAL POSITION TO APPROPRIATE SURVEY CONTROL

(LOCATING), ONLY VALID AT POINT OF EXPOSURE.

B

UTILITY LOCATIONS BASED ON APPLICATION AND INTERPRETATION OF SURFACE GEOPHYSICAL

METHODS (DESIGNATING) REFERENCED TO APPROPRIATE SURVEY CONTROL.

C

UTILITY LOCATIONS BASED ON QUALITY LEVEL D INFORMATION CORRELATED WITH SURVEYED

SURFACE FEATURES.

D UTILITY LOCATIONS BASED ON EXISTING RECORDS AND/OR RECOLLECTIONS.

p w h o r r o c k s p w .b e n t l e y

.c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s

U

T

P i o n e e r T r a i l I m p r o v e m e n t s

S h e e t

F i l e s U t i l i t i e s

U

T D

T .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

T J B

K K

H

UTDT-01

U T

IL

IT

Y D

E T

F

M F

M F

M F

S D

M S

S

M F

M S

S

M S

S

S D

M F

S D

M F

M E

M E

M

M E

J

S E

E U

T -0

M A

T C

H L

IN

E

.0

N

SR-186 (STATE ST)

N O

R T

H T

E M

P L

E

SLCPU Water, QL-D

SLCPU 6" Water, QL-D

SLCPU 8" vcp Sanitary Sewer, QL-D

SLCPU 6" Water, QL-D

SLCPU 60" rcp Storm Drain, QL-D

SLCPU 42" rcp Storm Drain, QL-D

Electrical, QL-D

RMP 3ph

Gas, QL-D

EGU Service

Zayo Fiber, QL-D

Storm Drain, QL-D

SLCPU 36" rcp

Storm Drain, QL-D

SLCPU 60" rcp

LUM Fiber, QL-D

UDOT 6ct Fiber, QL-D

Storm Drain, QL-D

SLCPU 12" rcp

SLCPU Storm Drain, QL-D

VRZN 96ct Fiber, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU 8" vcp Sanitary Sewer, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU 24" cip Water, QL-D

SLCPU 4" Water, QL-D

Zayo Fiber, QL-D

VRZN 48ct Fiber, QL-D

VRZN 24ct Fiber, QL-D

LUM Fiber, QL-D

LDS HQ Fiber, QL-D

LUM Fiber, QL-D

RMP 3ph Electrical, QL-D

SLCPU Electrical, QL-D

RMP 3ph Electrical, QL-D

RMP sec Electrical, QL-D

SIG 864ct hdpe Fiber, QL-D

SLCPU Electrical, QL-D

SLCPU Electrical, QL-D

UDOT Electrical, QL-D

RMP Electrical, QL-D

QL-D

UDOT Electrical, SLCPU Storm Drain, QL-D SLCPU 12" pvc Water, QL-D

GF Fiber, QL-D

SLCPU 12" vcp Storm Drain, QL-D

RMP Electrical, QL-D

UDOT Electrical, QL-D

SEE SHEET NOTE NO. 3

TO STA. 11+85.60 LT 42.93'

RELOCATE STREET LIGHT

STA. 11+85.59 LT 48.58'

JUNCTION BOX TO

RELOCATE UNDERGROUND

p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s U t i l i t i e s U t i l i t y S h e e t s .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

1.VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL

UTILITIES IN THE FIELD.

2.SEE RD AND DR SERIES SHEETS FOR UTILITY CONFLICT

INFORMATION.

3.SEE SALT LAKE CITY STANDARD DRAWING AND

SPECIFICATIONS FOR ADDITION INFORMATION. ALL WORK

AND MATERIALS REQUIRED FOR THE RELOCATION AND

FUNCTIONAL OPERATION OF ITEM SHALL BE INCIDENTAL

TO THE PAY ITEM.

B

K K

H

UT-01

U T

IL

IT

Y

S

M T

M F

M A

T C

H L

IN

E

.0

S E

E U

T -0

N

SR-186 (STATE ST)

SIG 864ct hdpe Fiber, QL-D

SLCPU Electrical, QL-D

GF Fiber, QL-D

SLCPU Electrical, QL-D

SLCPU Electrical, QL-D

SLCPU Electrical, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU Sanitary Sewer, QL-D

SLCPU 8" vcp Sanitary Sewer, QL-D

SLCPU 12" pvc Water, QL-D

SLCPU 8" Water, QL-D

LUM Fiber, QL-D

Zayo Fiber, QL-D

VRZN 48ct Fiber, QL-D

VRZN 36ct Fiber, QL-D

VRZN 24ct Fiber, QL-D

LUM Fiber, QL-D

SLCPU Electrical, QL-D

GF Fiber, QL-D

LUM Fiber, QL-D

SLCPU Water, QL-D

Water, QL-D

SLCPU Service

EGU 2" Plastic Gas, QL-D

SLCPU Water, QL-D

SLCPU 6" Water, QL-D

EGU 2" Plastic Gas, QL-D p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s U t i l i t i e s U t i l i t y S h e e t s .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

1.VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL

UTILITIES IN THE FIELD.

2.SEE RD AND DR SERIES SHEETS FOR UTILITY CONFLICT

INFORMATION.

NOTES:

T J B

K K

H

UT-02

U T

IL

M F

M F

M S

S M

S S

N

N

O R

T H

SR-186 (STATE ST)

EGU Gas, QL-D

EGU Gas, QL-D

EGU Gas, QL-D

SLCPU 1" Water, QL-D

SLCPU 1" Water, QL-D

SLCPU Service Water, QL-D

SLCPU 6" Water, QL-D

EGU 2" Plastic Gas, QL-D

SIG 864ct hdpe Fiber, QL-D

GF Fiber, QL-D

SLCPU Electrical, QL-D

SLCPU 12" pvc Water, QL-D

SLCPU 8" vcp Sanitary Sewer, QL-D

LUM Fiber, QL-D GF Fiber, QL-D

LUM Fiber, QL-D

VRZN 24ct Fiber, QL-D

Zayo Fiber, QL-D

SLCPU Electrical, QL-D

VRZN 48ct Fiber, QL-D

SIG 864ct hdpe Fiber, QL-D

SLCPU Electrical, QL-D

SLCPU 12" cp Storm Drain, QL-D

SLCPU Electrical, QL-D

GF Fiber, QL-D

LUM Fiber, QL-D

VRZN 48ct Fiber, QL-D

SLCPU 8" vcp Sanitary Sewer, QL-D

SLCPU 8" cipp/vcp Sanitary Sewer, QL-D

SLCPU 8" cipp/vcp Sanitary Sewer, QL-D

SLCPU 6" Water, QL-D

LUM Fiber, QL-D

VRZN 36ct Fiber, QL-D

LUM Fiber, QL-D

VRZN 96ct Fiber, QL-D

VRZN 24ct Fiber, QL-D

LUM Fiber, QL-D

SLCPU 6" Water, QL-D p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s U t i l i t i e s U t i l i t y S h e e t s .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

1.VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL

UTILITIES IN THE FIELD.

2.SEE RD AND DR SERIES SHEETS FOR UTILITY CONFLICT

INFORMATION.

NOTES:

T J B

K K

H

UT-03

U T

IL

P

M S

S

N

H

IL

L S

ID

E

A V

E

SR-186 (STATE ST)

Sanitary Sewer, QL-D

SLCPU 8" cipp/vcp

LUM Fiber, QL-D

SLCPU 6" Water, QL-D

SLCPU Electrical, QL-D

VRZN 96ct Fiber, QL-D

SLCPU 6" Water, QL-D

SLCPU Electrical, QL-D

EGU 2" Plastic Gas, QL-D

SLCPU Water, QL-D

COM Cable, QL-D

RMP 3ph Electrical, QL-D

LUM Fiber, QL-D

SLCPU 4" Water, QL-D

LUM Telephone

EGU 2" Plastic Gas, QL-D

EGU 3" Steel Gas, QL-D

GF Fiber, QL-D

SLCPU 6" Water, QL-D

GF Fiber, QL-D

SLCPU 8" vcp Sanitary Sewer, QL-D

SLCPU Service Water, QL-D

SLCPU 6" Water, QL-D

EGU 2" Plastic Gas, QL-D

DE 2" Steel Gas, QL-D

QL-D

SLCPU 5" Water, SLCPU 6" Water, QL-D

SLCPU Sewer, QL-D

SLCPU Sewer, QL-D

Sanitary Sewer, QL-D

SLCPU 8" cipp/vcp

SLCPU Sewer, QL-D

SLCPU Sewer, QL-D

Water, QL-D

SLCPU Service

Water, QL-D

SLCPU Service

DE 0.75" Steel Gas, QL-D p w h o r r o c k s p w

.b e n t l e y .c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s U

T P i o n e e r T r a i l I m p r o v e m e n t s S h e e t F i l e s U t i l i t i e s U t i l i t y S h e e t s .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

1.VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL

UTILITIES IN THE FIELD.

2.SEE RD AND DR SERIES SHEETS FOR UTILITY CONFLICT

INFORMATION.

NOTES:

T J B

K K

H

UT-04

U T

IL

N .2

.2

E G

R -0

M A

T C

H L

IN

E

.0

N

SR-186 (STATE ST)

N O

R T

H T

E M

P L

E

10+48.03 LT 57.18

ELEV 4362.11

10+57.61 LT 42.09

ELEV 4363.02

10+75.00 LT 38.58

ELEV 4365.45

11+00.00 LT 38.60

ELEV 4367.73

11+25.00 LT 38.62

ELEV 4370.31

11+50.00 LT 38.65

ELEV 4372.76

11+75.00 LT 38.67

ELEV 4375.36

12+00.00 LT 38.69

ELEV 4378.07

12+25.00 LT 38.71

ELEV 4380.80

10+58.72 LT 81.16

ELEV 4361.31

10+58.76 LT 63.55

ELEV 4362.42

10+66.77 LT 55.58

ELEV 4363.60

10+75.00 LT 55.58

ELEV 4365.49

11+00.00 LT 55.60

ELEV 4367.70

11+25.00 LT 55.62

ELEV 4370.34

11+50.00 LT 55.65

ELEV 4373.00

11+75.00 LT 55.67

ELEV 4375.87

12+00.00 LT 55.69

ELEV 4378.39

12+25.00 LT 55.71

ELEV 4380.28

p w h o r r o c k s p w .b e n t l e y

.c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s

U

T

P i o n e e r T r a i l I m p r o v e m e n t s

S h e e t

F i l e s G r a d i n g

G r a d i n g S h e e t s .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

10+49.74 LT 74.15

ELEV 4360.78

10+49.94 LT 60.72

ELEV 4361.75

10+61.62 LT 42.32

ELEV 4363.45

.2

.1

9.13% 10.30% 9.79% 10.42% 10.82% 10.92%

M S

O

K K

H

GR-01

G R

A

N .5

.8

T C

H L

IN

E

.0

S E

E G

R -0

N

SR-186 (STATE ST)

12+30.35 LT 38.72

ELEV 4381.39

12+36.34 LT 44.72

ELEV 4382.36

12+50.00 LT 36.23

ELEV 4383.51

12+62.25 LT 44.74

ELEV 4384.95

12+68.26 LT 38.75

ELEV 4385.23

12+75.00 LT 38.76

ELEV 4385.94

12+50.00 LT 55.72

ELEV 4383.14

12+75.00 LT 55.71

ELEV 4386.03 13+00.00 LT 53.73

ELEV 4388.26

13+25.00 LT 48.44

ELEV 4390.92

13+50.00 LT 42.28

ELEV 4393.76

13+75.00 LT 36.12

ELEV 4396.48

14+00.00 LT 31.55

ELEV 4399.32

14+09.60 LT 30.72

(MATCH EXISTING)

13+02.18 LT 38.78

ELEV 4389.11

13+27.60 LT 37.18

ELEV 4391.64

13+52.60 LT 32.37

(MATCH EXISTING)

p w h o r r o c k s p w .b e n t l e y

.c o m h o r r o c k s p w

D o c u m e n t s P r o j e c t s

U

T

P i o n e e r T r a i l I m p r o v e m e n t s

S h e e t

F i l e s G r a d i n g

G r a d i n g S h e e t s .d g n

D R

A W

N B

Y

A P

P R

O V

E D

B Y

A P

P R

O V

E D

SHEET NO.

U T

A H

D E

P A

R T

M E

N T

O F

T R

A N

S P

O R

T A

T

IO

N

D A

T E

R E

V

IS

IO

N

S

R E

M A

R K

S D

A T

E N

O

C H

E C

K E

D B

Y

Q C

P R

O J E

C T

N U

M B

E R

P R

O J E

C T

P

IN

P R

O F

E S

S

IO

N A

L E

N G

IN

E

E R

H O

R R

O C

K S

M M

/D D

/Y Y

P

IO

N E

E R

T R

A

IL

I M

P R

O V

E M

E N

T S

S -0

(5

)2

10.13%

10.48%

10.77% 9.49%

M S

O

K K

H

GR-02

G R

A

N .6

.9

.4

.5

N

O R

T H

SR-186 (STATE ST)

20+74.43 LT 14.94

ELEV 4428.95

20+82.16 LT…