SOUTH JORDAN CITY

S-01 - 02

SHEET INDEX

TOWNE CENTER DRIVE MEDIAN IMPROVEMENTS

COVER SHEET / INDEX

STANDARD NOTES

VICINITY MAP

PROJECT LOCATION

1655 W TOWNE CENTER DRIVE

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No. 173076-2202

BRAD

KLAVANOPR

O

FE

SS IONAL ENG I NEER

* STAT E OF UTAH

MIDAS CREEK

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LAKE AVE

DAYBREAK PKWY

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W Y

KANE

SAN JUAN

GARFIELD

WAYNE

PIUTEBEAVER

IRON

WASHINGTON

MILLARD

SEVIER

EMERY GRAND

JUAB

UTAH

CARBON

SANPETE

TOOELE

BOX ELDER

SALT

LAKE

WASATCH DUCHESNE

UINTAH

DAGGETTSUMMIT

DAVIS

MORGAN

WEBER

RICHCACHE PROJECT LOCATION

SOUTH JORDAN CITY

GR-01 GRADING PLAN

LS-01 - 02 LANDSCAPE PLAN

DT-01 BOLLARD DETAIL

SP-01 SITE PLAN

DT-02 EXPOSED AGGREGATE CONCRETE EXAMPLE

Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano

04/30/2026 https://secure.na2.echosign.com/verifier?tx=CBJCHBCAABAAEP8m-kXV-jxF6MiulrGWesM8VDspRUKr

CHAPTER 1

STANDARD NOTES

(Updated 3-19-24)

The South Jordan City Standard Notes are required to be included as part of all construction plans for residential or commercial development. Plans submitted by public or private entities for all other types of projects within City right-of-way, its easements or property shall reference the South Jordan City Standard Notes and Specifications.

1.1 South Jordan City General Notes

1. All work done or improvements installed within South Jordan City including but not limited to excavation, construction, roadwork and utilities shall conform to the South Jordan City Construction Standards and Specifications, City Municipal Code, the latest edition of the APWA Manual of Standard Specifications and Manual of Standard Plans, the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and any state or federal regulations and permit requirements of various governing bodies. The contractor is responsible to have a copy of these specifications and to know and conform to the appropriate codes, regulations, drawings, standards and specifications.

2. The existence and location of any overhead or underground utility lines, pipes, or structures shown on these plans are obtained by a research of the available records. Existing utilities are located on plans only for the convenience of the Contractor. The contractor shall bear full responsibility for the protection of utilities and the engineer bears no responsibility for utilities not shown on the plans or not in the location shown on the plans. This includes all service laterals of any kind.

The Contractor shall, at his own expense, locate all underground and overhead interferences, which may affect his operation during construction and shall take all necessary precautions to avoid damage to same. The Contractor shall use extreme caution when working near overhead utilities so as to safely protect all personnel and equipment, and shall be responsible for all cost and liability in connection therewith.

3. The Contractor shall take all precautionary measures necessary to protect existing utility lines, structures, survey monuments and street improvements which are to remain in place, from damage, and all such improvements or structures damaged by the Contractor's operations shall be repaired or replaced satisfactory to the City Engineer and owning utility company at the expense of the Contractor.

4. All construction shall be as shown on these plans, any revisions shall have the prior written approval of the City Engineer.

5. Permits are required for any work in the public way. The Contractor shall secure all permits and inspections required for this construction.

6. Curb, gutter, and sidewalk, found to be unacceptable per City Standards and APWA shall be removed and replaced.

7. Contractor shall provide all necessary horizontal and vertical transitions between new construction and existing surfaces to provide for proper drainage and for ingress and egress to new construction. The extent of transitions to be as shown on plans.

8. Any survey monuments disturbed shall be replaced and adjusted per Salt Lake County Surveyors requirements.

9. All privacy walls, new or existing, are only shown on civil plans for the purpose of reviewing grading relationships; flood control and sight distance at intersections. All walls shall have a minimum 2 ft x 2 ft x 30 inch deep spot footings. Bottom of all footings on all walls shall be a minimum of 30 inches below finished grade. Walls greater than 6 feet require a separate permit and inspection by the Building Department.

10. All construction materials per APWA must be submitted and approved by the City Engineer prior to the placement of asphalt within City Right of Way.

11. Request for inspection by the City of South Jordan engineering dept. shall be made by the contractor at least 48 hours before the inspection services will be required, except in an emergency as defined by the South Jordan City Municipal Code § 12.08.010.

12. Work in public way, once begun, shall be prosecuted to completion without delay as to provide minimum inconvenience to adjacent property owners and to the traveling public.

13. The contractor shall take all necessary and proper precautions to protect adjacent properties from any and all damage that may occur from storm water runoff and/or deposition of debris resulting from any and all work in connection with construction.

14. Power poles and/or other existing facilities not in proper location based on proposed improvements shown hereon will be relocated at no expense to the City of South Jordan. Power lines and all other aerial utilities are to be buried and poles removed as determined by the City Engineer.

15. Curb and gutter with a grade of less than four-tenths of one percent shall be constructed by forming. Each joint shall be checked for a grade prior to construction and water tested as soon as possible after construction.

16. Contractor to follow Salt Lake County Noise Ordinance Standards.

17. Contractors are responsible for all OSHA requirements on the project site.

18. A UPDES (Utah Pollutant Discharge Elimination System) permit is required for all construction activities as per state law as well as providing a Storm Water Pollution Prevention Plan to the City.

19. Developer is responsible for locating and repairing all underground streetlight wires, water lines, storm drain lines and irrigation lines until 90% of the bond has been released.

20. All City maintained utilities including; waterline, fire hydrants, streetlight wiring, and storm drain must be in public right of way or in recorded easements.

21. Contractor shall work South Jordan City regular working hours of Monday through Friday 7:00 am to 4:00 pm. If Contractor permits overtime work or work on a Saturday, Sunday or any legal holiday, Contractor shall receive prior approval by City Engineer. Contractor shall obtain all permits and pay Overtime Inspection Fee’s to The City of South Jordan on the Thursday prior to the Saturday, Sunday or legal holiday requested. This applies to all work within the public right of way including traffic control and access..

22. Prior to 90% bond release, a legible as-built drawing must be submitted to the City of South Jordan stamped and signed by a professional engineer. As-builts must show all changes and actual field locations of storm drainage, waterlines, irrigation, street lighting, and power. As-builts will be held to the same standard as approved design drawings, no “redlined plans” allowed. In the absence of changes, copies of the approved drawings will be required stating “installed as per drawings”. As-built drawings for new developments shall be submitted to the City in the following formats and quantities prior to the 90% bond release: 1 .dxf copy, 1 .pdf copy.

23. Filter fabric wrapped around an inlet grate is not an acceptable inlet sediment barrier. See Chapter 9 of South Jordan City Construction Standards and Specifications for details of approved storm water BMPs.

24. Asphalt paving between October 15 and April 15 is not allowed without a written exception from the Engineering Department.

25. To ensure proper planting, protection and irrigation of trees, mitigating risk of tree failure or future damage to infrastructure, contractors are required to follow the standards and specifications of the ISA - International Society of

Arboriculture.

26. All small cell construction must follow the South Jordan Small Cell Infrastructure Design Guidelines.

27. All construction of Low Impact Development (LID) must follow the South Jordan City Low Impact Development Handbook 2020. With the development of any residential subdivision that proposes LID in public park strips, the developer must construct/install such to completeness, including but not limited to vegetation and landscape irrigation. The developer is responsible to maintain the LID (including landscape) until such time the developer connects any LID landscape irrigation to owner’s irrigation of the respective building lot.

Developer’s LID maintenance responsibilities include but not limited to cleaning, repairing, protecting and clear of any debris. The building lot owner shall maintain in perpetuity any LID constructed anywhere on the building lot, including the park strip area within public right of way.

28. When a proposed development borders a collector, minor collector or arterial street and is required to construct collector street fencing along the back of sidewalk, the development shall also be required put in a concrete mow strip from the back of sidewalk to underneath the fence panels. Concrete mow strips shall also be required between the sidewalk and fencing along the rear of double frontage lots

29. One-way valves are required on residential land drain lines that go from a foundation drain on a home to a public storm drain system.

1.2 City of South Jordan Traffic Notes

1. When a designated “Safe Route To School” is encroached upon by a construction work zone the safe route shall be maintained in a manner acceptable to South Jordan City and the Jordan School District.

2. If the improvements necessitate the obliteration, temporary obstruction, temporary removal or relocation of any existing traffic pavement marking, such pavement marking shall be restored or replaced with like materials to the satisfaction of the City Engineer, Public Works Director or designee.

3. The street Sign Contractor shall obtain street names and block numbering from the Planning Department prior to construction.

4. The Contractor shall be responsible for providing and installing all permanent signs shown on the plans. Street name signs shall conform in their entirety to current City Standards. All other signs shall be standard size unless otherwise specified on the plans. All sign posts shall be installed in accordance with the current City Standards.

5. All permanent traffic control devices called for hereon shall be in place and in final position prior to allowing any public traffic onto the portions of the road(s) being improved hereunder, regardless of the status of completion of paving or other off-site improvements called for per approved construction drawings unless approved by the City Engineer.

6. The Contractor shall be responsible for notifying Utah Transit Authority (UTA) if the construction interrupts or relocates a bus stop or has an adverse effect on bus service on that street to arrange for temporary relocation of stop.

7. Before any work is started in the right-of-way, the contractor shall install all advance warning signs for the construction zone. The contractor shall install temporary stop signs at all new street encroachments into existing public streets.

All construction signing, barricading, and traffic delineation shall conform to the Manual of Uniform Traffic Control Devices (MUTCD) per the current edition adopted by UDOT and be approved by the City of South Jordan before construction begins.

8. All signs larger than 36” X 36” or 1296 square inches per sign pole shall be mounted on a Slip Base system per UDOT standard drawing SN 10B (detail drawing attached to standard drawings) with a “Z” bar backing. Signs of this size are not allowed to be mounted on a yielding pole.

9. Sign components such as sheeting, EC film, inks, letters and borders are all required to be from the same manufacturer. Only EC film may be used to achieve color. Vinyl EC film is not accepted.

10. All new roundabouts, crosswalks, stop bars and legends shall be installed with 90 mil preformed thermo plastic.

11. Stop Lines are required anytime a stop sign is installed.

12. Paving asphalt binder grade shall be PG 58-28 unless otherwise approved by the City Engineer. Asphalt aggregate size shall be ½ inch for residential and collector roads. No more than 15% RAP (reclaimed asphalt pavement) by weight will be allowed in the asphalt mix design for the paving of public and private streets. Up to the 15 percent will be allowed with no change in the specific binder grade. The asphalt mix design shall have no more than 3½ % air voids.

13. Potholing: All potholes must be saw cut square and have a minimum size of 1 square foot. When repairing a pothole, sand or pea gravel meeting South Jordan City standards shall be placed over the exposed utility to a depth of 6 inches. Following the pea gravel will be flowable fill up to 1 inch below the bottom edge of the existing asphalt. The remaining portion of the hole shall be filled with asphalt, which will have an overall thickness of the existing asphalt plus 1 inch.

14. All fill within the public right of way shall be A-1-A to A-3, with the exception of top soil in the park strip for landscaping and trench backfill. Trench backfill material under pavements or surface improvements shall be clean, nonclumping, granular and flowable, 2” minus, A-1-a to A-2-7 soils according to AASHTO 145 soil Classification System. Lime treated flowable fills, if approved, shall have a 28-day strength of 65 PSI.

15. All traffic road closures involving 1 or more lanes of traffic must receive prior approval from the City Engineer or his/her representative. VMS PCMS boards must be placed a minimum of 7 days in advance of any lane closure on collector,minor collector or arterial street. VMS PCMS boards must also be placed in advance of any lane closures on a subdivision street per the City Engineer’s direction.

16. Roundabouts, including their ingress and egress, shall be constructed with concrete pavement. Engineer shall design cross section and submit to the City for review and approval.

17. Alleyways and Lanes are to have 6 feet maximum spacing for control joints in straight sections and are to have an expansion joint every 60 feet and at all pc's and pt's.

18. Construction of any public street requires a sign off checklist prior to the road being opened to traffic for use by the general public. The checklist must be requested by the Developer. The City's assigned project engineer will prepare the checklist and provide it to the Developer/Contractor.

19. Trees are not allowed to be planted with 30' of a stop sign.

20. Traffic signal poles, mast arms and luminaire extensions must be black powder coated.

1.4 City of South Jordan Grading Notes

1. In the event that any unforeseen conditions not covered by these notes are encountered during grading operations, the Owner and City Engineer shall be immediately notified for direction.

2. It shall be the responsibility of the Contractor to perform all necessary cuts and fills within the limits of this project and the related off-site work, so as to generate the desired subgrade, finish grades and slopes shown.

3. Contractor shall take full responsibility for all excavation. Adequate shoring shall be designed and provided by the Contractor to prevent undermining of any adjacent features or facilities and/or caving of the excavation.

4. The Contractor is warned that an earthwork balance was not necessarily the intent of this project. Any additional material required or leftover material following earthwork operations becomes the responsibility of the Contractor.

5. Contractor shall grade to the lines and elevations shown on the plans within the following horizontal and vertical tolerances and degrees of compaction, in the areas indicated:

Horizontal Vertical Compaction

a. Pavement Area Subgrade 0.1'+ +0.0' to -0.1' See soils Report

b. Engineered Fill 0.5'+ +0.1' to -0.1' See Soils Report

Compaction Testing will be performed by the developer or his representative.

6. All cut and fill slopes shall be protected until effective erosion control has been established.

7. The use of potable water without a special permit for building or construction purposes including consolidation of backfill or dust control is prohibited. The Contractor shall obtain all necessary permits for construction water from the Public Works Department.

8. The Contractor shall maintain the streets, sidewalks and all other public right-of-way in a clean, safe and usable condition. All spills of soil, rock or construction debris shall be promptly removed from the publicly owned property during construction and upon completion of the project. All adjacent property, private or public shall be maintained in a clean, safe and usable condition.

9. In the event that any temporary construction item is required that is not shown on these drawings, the Developer agrees to provide and install such item at his own expense and at the direction of the City Engineer. Temporary construction includes ditches, berms, road signs and barricades, etc.

10. All grading work shall conform to the soils report as prepared by the Soils Engineer and approved by the City Engineer, and as shown on these plans.

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BRAD

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* STA T E OF UTAH

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Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano

ABBREVIATION LIST

SIGN

CONIFEROUS TREE

BUSH

DECIDUOUS TREE

CABLE TV RISER

GUY WIRE ANCHOR

POWER OR UTILITY POLE

STREET LIGHT POLE

WATER METER

FIRE HYDRANT

GAS METER

WATER VALVE

GAS VALVE

MAILBOX

WATER MANHOLE

TELEPHONE MANHOLE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

SET PROPERTY CORNER

FOUND PROPERTY CORNER

POST / BOLLARD

GAS MANHOLE

ELECTRICAL MANHOLE

HEDGE / TREE LINE

CATCH BASIN

ELECTRICAL BOX

GAS

G

CONTROL POINT

SECTION CORNER

BENCHMARK OR STREET MONUMENT

SYMBOLS

DY

H

IRRIGATION VALVE

IRR

IRRIGATION BOX

E

T

SD

SS

W

SD COMBO BOX

GM

E

ELECTRIC TRANSFORMER

W

15 15

W

No. 173076-2202

BRAD

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AB

BR

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AC ASPHALT CONCRETE

APWA AMERICAN PUBLIC WORKS ASSOCIATION

BOW BACK OF WALK

CB CATCH BASIN

C/E CONSTRUCTION EASEMENT

C&G CURB AND GUTTER

℄ CENTERLINE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

COM COMMUNICATION

CONC CONCRETE

CY CUBIC YARD

DIA DIAMETER

DIP DUCTILE IRON PIPE

DWG DRAWING

DWY DRIVEWAY

Eg EXISTING GROUND

ELEV ELEVATION

ELEC ELECTRICAL

EOC EDGE OF CONCRETE

EOP EDGE OF PAVEMENT

EX EXISTING

FG FINISH GROUND

FL FLOW LINE

FLG FLANGE

FNC FENCING

FT FOOT

GB GRADE BREAK

GND GROUND

HP HIGH POINT

HYD FIRE HYDRANT

ID INSIDE DIAMETER

IN INCH

INV INVERT

IRR IRRIGATION

L LENGTH

LF LINEAR FEET

LT LEFT TURN

MAX MAXIMUM

MH MANHOLE

MID MID POINT OF CURVE

MIN MINIMUM

MJ MECHANICAL JOINT

NTS NOT TO SCALE

OH OVERHEAD

PC POINT OF CURVATURE

POB POINT OF BEGINNING

PSI POUND PER SQUARE INCH

PP POWER POLE

⅊ PROPERTY LINE

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENCY

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

R RADIUS

REQ'D REQUIRED

ROW RIGHT OF WAY

RT RIGHT TURN

S SLOPE

SD STORM DRAIN

SS SANITARY SEWER

STA: STATION

STD STANDARD

S/W SIDEWALK

T TANGENT

TBC TOP BACK OF CURB

TEMP TEMPORARY

TG TOP OF GRATE

TYP TYPICAL

UTBC UNTREATED BASE COURSE

C

TELEPHONE / COMM RISERT

Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano

E E

E

INSTALL NEW

IRON BOLLARDS

(SEE DT-01)

INSTALL NEW

IRON BOLLARDS

(SEE DT-01)

INSTALL NEW

IRON BOLLARDS

(SEE DT-01)

6-IN WIDE CONCRETE

LANDSCAPE CURB

REMOVE AND REPLACE

EXISTING CURB

& GUTTER PER APWA PLAN 222

INSTALL NEW

IRON BOLLARDS

(SEE DT-01)

INSTALL NEW

IRON BOLLARDS

(SEE DT-01)

Existing Flag Pole (Protect in Place)

Existing Clock Tower (Protect in Place)

Existing Street Light (Protect in Place)

(TYP.)

E

INSTALL TRUNCATED DOME PANELS

PER APWA PLAN 238

INSTALL TRUNCATED DOME PANELS

PER APWA PLAN 238

INSTALL TRUNCATED DOME PANELS

PER APWA PLAN 238

INSTALL TRUNCATED DOME PANELS

PER APWA PLAN 238 6-IN WIDE CONCRETE LANDSCAPE CURB6-IN WIDE CONCRETE

LANDSCAPE CURB

6-IN WIDE CONCRETE

LANDSCAPE CURB

4457.0044

.50

.004458.50 4458.50

4458.00

4458.00

4458.00

INSTALL 5-IN THICK EXPOSED AGGREGATE CONCRETE

(SEE DETAIL PHOTOS SHEET DT-02)

BASE TO BE INSTALLED BY OTHERS

(SEE CONSTRUCTION NOTE 1)

INSTALL TRUNCATED DOME PANELS

PER APWA PLAN 238

INSTALL TRUNCATED DOME PANELS

PER APWA PLAN 238

REMOVE AND REPLACE

EXISTING CURB

& GUTTER PER APWA PLAN 222

REMOVE AND REPLACE

EXISTING CURB

& GUTTER PER APWA PLAN 222

REMOVE AND REPLACE

EXISTING CURB

& GUTTER PER APWA PLAN 222

REMOVE AND REPLACE

EXISTING CURB

& GUTTER PER APWA PLAN 222

REMOVE AND REPLACE

EXISTING CURB

& GUTTER PER APWA PLAN 222

REMOVE AND REPLACE

EXISTING CURB

& GUTTER PER APWA PLAN 222

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* STAT E OF UTAH

No. 173076-2202

N

PEDESTRIAN RAMP NOTES:

1. ALL PEDESTRIAN RAMPS TO BE INSTALLED PER A.D.A.

SPECIFICATIONS.

2. TRUNCATED DOMES FOR PEDESTRIAN RAMPS TO BE DARK

GRAY IN COLOR

CONSTRUCTION NOTES:

1. ALL DEMOLITION, BASE INSTALLATION AND GRADING FOR

CONCRETE TO BE PERFORMED BY CITY; CONTRACTOR TO

FORM, POUR AND FINISH CONCRETE.

Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano

E15.60'

3.50' (TYP.)

12.50'

R10.00'

R10.00'

R10.00'

4457.78 4457.90

4457.96

4458.15

4457.744457.88 4458.26

4458.30

4458.16 4457.97

4457.55

4457.53 4457.43

4457.64

4458.27

4458.38

4458.27

4457.82

4457.61 4457.72

4457.71

4458.25

4458.38

4458.60

4458.67

4458.71

4458.754458.97

4458.17

4458.36

4458.20

4457.93

4457.72

-2 .2

5%

-1.38%

-1 .9

2%

-2 .5

0%

-3 .1

5%

-4.00%

-1.19%

-3 .0

4%

-3 .2

3%

-2 .4

7%

-3 .1

0%

-5.02%

-4 .00

-2.12%

-4.42%

-2 .90

-2 .2

3%

-1 .8

4% -2.02%

-2.63% -1.00%

-1.65%

-2 .6

2%

-2.04%

-2.12%

-1 .6

5%

-1 .6

8%

-1.04%

-5 .0

0%

N: 7372474.24 E: 1518797.17

FG ELEV=4458.63

N: 7372474.29 E: 1518786.98

FG ELEV=4458.50

N: 7372466.11 E: 1518779.62

FG ELEV=4458.20

N: 7372465.99 E: 1518799.41

FG ELEV=4458.50

N: 7372474.17 E: 1518811.22

FG ELEV=4458.75

N: 7372465.93 E: 1518810.23

FG ELEV=4458.60

N: 7372474.09 E: 1518826.74

FG ELEV=4458.75

N: 7372465.77 E: 1518837.97

FG ELEV=4458.45

N: 7372473.99 E: 1518847.04

FG ELEV=4458.50

N: 7372473.95 E: 1518854.83

FG ELEV=4458.37

N: 7372465.68 E: 1518853.40

FG ELEV=4458.25

-1 .6

3%

N: 7372473.89 E: 1518866.64

FG ELEV=4458.11

N: 7372465.60 E: 1518866.63

FG ELEV=4458.00

-1 .9

0%

N: 7372465.83 E: 1518826.69

FG ELEV=4458.57

-2 .1

8%

N: 7372466.16 E: 1518771.43

FG ELEV=4458.05

N: 7372474.36 E: 1518774.19

FG ELEV=4458.25

N: 7372477.83 E: 1518818.99

FG ELEV=4458.73

N: 7372483.90 E: 1518865.70

FG ELEV=4457.92

N: 7372487.38 E: 1518865.72

FG ELEV=4457.85

N: 7372455.67 E: 1518863.68

FG ELEV=4457.88

N: 7372461.96 E: 1518845.91

FG ELEV=4458.30

N: 7372452.52 E: 1518799.35

FG ELEV=4458.16

N: 7372455.99 E: 1518799.37

FG ELEV=4458.24

N: 7372456.10 E: 1518781.37

FG ELEV=4458.05

N: 7372456.22 E: 1518761.37

FG ELEV=4457.63

N: 7372467.22 E: 1518753.71

FG ELEV=4457.90

N: 7372467.25 E: 1518745.51

FG ELEV=4458.00

N: 7372473.26 E: 1518745.28

FG ELEV=4458.10

N: 7372473.25 E: 1518753.62

FG ELEV=4458.00

N: 7372452.72 E: 1518753.94

FG ELEV=4457.43

N: 7372455.22 E: 1518745.98

FG ELEV=4457.64

N: 7372487.84 E: 1518753.38

FG ELEV=4457.61

N: 7372484.94 E: 1518744.83

FG ELEV=4457.82

N: 7372487.89 E: 1518764.24

FG ELEV=4457.73

N: 7372487.82 E: 1518784.24

FG ELEV=4458.19

N: 7372487.73 E: 1518801.24

FG ELEV=4458.47

N: 7372487.61 E: 1518826.13

FG ELEV=4458.71

N: 7372487.50 E: 1518847.09

FG ELEV=4458.36

N: 7372452.15 E: 1518863.66

FG ELEV=4457.82N: 7372452.29

E: 1518838.69

FG ELEV=4458.10

N: 7372452.42 E: 1518818.05

FG ELEV=4458.00

N: 7372452.60 E: 1518781.35

FG ELEV=4457.99

N: 7372452.72 E: 1518761.35

FG ELEV=4457.54

N: 7372484.32 E: 1518784.23

FG ELEV=4458.26

N: 7372484.39 E: 1518764.23

FG ELEV=4457.82

N: 7372484.23 E: 1518801.22

FG ELEV=4458.56

N: 7372452.33 E: 1518837.95

FG ELEV=4457.74

.00

4458.50

4458.50

4458.00

4458.00

4458.00

R10.00'

R10.00'

12.50' 15.60'

-1.21%

-1.00%

3.50' (TYP.)

N: 7372474.04 E: 1518838.01

FG ELEV=4458.62

-3 .1

9% -2

.0 4%

N: 7372452.39 E: 1518817.40

FG ELEV=4458.26

-1 .3

0% -1

.5 5%

-2 .1

8%

E

4456.56

4456.74

4456.83

4456.85

4456.83

4456.66

4456.64

4456.81

4456.81

4456.76

4456.82 4457.00

4457.55

4456.95 4456.83

4456.80

-1 .8

1% -2

.0 5%

-1 .7

0% -1

.4 4%

-0.46%-2 .0

0%

-2.04%

-1.

-2.18%

-2.51%

N: 7372473.82 E: 1518881.04

FG ELEV=4457.80

N: 7372473.75 E: 1518894.19

FG ELEV=4457.44

N: 7372465.44 E: 1518893.51

FG ELEV=4457.30

N: 7372465.51 E: 1518881.08

FG ELEV=4457.62

-1 .8

5%

N: 7372483.78 E: 1518884.26

FG ELEV=4457.52

N: 7372483.73 E: 1518904.26

FG ELEV=4456.93

N: 7372469.60 E: 1518907.86

FG ELEV=4457.01

N: 7372474.60 E: 1518912.86

FG ELEV=4456.96

N: 7372469.50 E: 1518917.86

FG ELEV=4456.91

N: 7372464.60 E: 1518912.86

FG ELEV=4456.96

N: 7372455.38 E: 1518903.48

FG ELEV=4456.84

N: 7372455.44 E: 1518883.48

FG ELEV=4457.37

N: 7372487.27 E: 1518884.27

FG ELEV=4457.43

N: 7372487.19 E: 1518904.27

FG ELEV=4456.88

N: 7372452.04 E: 1518883.46

FG ELEV=4457.29

N: 7372452.02 E: 1518903.46

FG ELEV=4456.79

4457.00

.50

R10.00'

R10.00'

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No. 173076-2202

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Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano

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* STAT E OF UTAH

No. 173076-2202

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PLANTING LEGEND

SYMBOL BOTANICAL NAME COMMON NAME SIZE HEIGHT x SPREAD

"BIG LEAF HYDRANGEA" 2 GAL 3' x 3'

GERANIUM SANGUINEUM "HARDY GERANIUM CRANESBILL" 1 GAL 18" x 18"

HEUCHERA SANGUINEA "CORAL BELLS" 1 GAL 12" x 12"

ECHINACEA PURPUREA "PURPLE CONEFLOWER" 1 GAL 36" x 24"

HEMEROCALLIS "STELL D'ORO "YELLOW DAYLILY" 1 GAL 12" x 18"

RUDBECKIA FULGIDA 'GOLDBLITZ' "BLACK EYED SUSAN" 1 GAL 24" x 18"

HYDRANGEA QUERCIFOLIA 'PEE WEE' "OAK LEAF HYDRANGEA"

"DWARF PANICLE HYDRANGEA"HYDRANGEA PANICULATA 'SMNHPK'

PP32512 FIRE LIGHT TIDBIT®

3 GAL 3' x 3'

2 GAL 4' x 3'

SHRUBS

PERENNIALS

HYDRANGEA MACROPHYLLA

"HOKOMABEBOS" PPAF KIMONO

PLANTING NOTES

1. ALL SHRUB PLANTING AREAS SHALL RECEIVE A 12 INCH DEPTH OF TOP SOIL. TOP SOIL MATERIAL MUST BE

FROM AN APPROVED LOCAL SOURCE.

2. ALL PLANT MATERIAL HOLES SHALL BE DUG TWICE THE DIAMETER OF THE ROOTBALL AND 6 INCHES DEEPER.

EXCAVATED MATERIAL SHALL BE REMOVED FROM SITE.

3. THE PROJECT SHALL BE SWEPT CLEAN OF DIRT AND DEBRIS PRIOR TO COMPLETION OF THE PROJECT AND

ON A DAILY BASIS, IF REQUIRED, AS DETERMINED BY THE OWNER.

4. THE CONTRACTOR SHALL COMPLY WITH ALL WARRANTIES AND GUARANTEES SET FORTH BY THE OWNER, AND IN NO CASE SHALL THAT PERIOD BE LESS THAN ONE YEAR FOLLOWING THE DATE OF COMPLETION AND

ACCEPTANCE.

5. THE FINISH GRADE OF ALL PLANTING AREAS SHALL BE SMOOTH, EVEN AND CONSISTENT, FREE OF ANY

HUMPS, DEPRESSIONS OR OTHER GRADING IRREGULARITIES.

6. ALL PLANT MATERIAL SHALL BE APPROVED PRIOR TO PLANTING. THE OWNER HAS THE RIGHT TO REJECT

ANY AND ALL PLANT MATERIAL NOT CONFORMING TO THE SPECIFICATIONS.

7. CONTRACTOR TO VERIFY PLANT COUNT BASED OFF OF LANDSCAPE PLAN.

Existing Tree

INSTALL MIN OF 6" TOP SOIL IN NEW PLANTING BEDS

(TYP).

Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano he ck ed

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No. 173076-2202

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PLANTING NOTES

1. ALL SHRUB PLANTING AREAS SHALL RECEIVE A 12 INCH DEPTH OF TOP SOIL. TOP SOIL MATERIAL MUST BE

FROM AN APPROVED LOCAL SOURCE.

2. ALL PLANT MATERIAL HOLES SHALL BE DUG TWICE THE DIAMETER OF THE ROOTBALL AND 6 INCHES DEEPER.

EXCAVATED MATERIAL SHALL BE REMOVED FROM SITE.

3. THE PROJECT SHALL BE SWEPT CLEAN OF DIRT AND DEBRIS PRIOR TO COMPLETION OF THE PROJECT AND

ON A DAILY BASIS, IF REQUIRED, AS DETERMINED BY THE OWNER.

4. THE CONTRACTOR SHALL COMPLY WITH ALL WARRANTIES AND GUARANTEES SET FORTH BY THE OWNER, AND IN NO CASE SHALL THAT PERIOD BE LESS THAN ONE YEAR FOLLOWING THE DATE OF COMPLETION AND

ACCEPTANCE.

5. THE FINISH GRADE OF ALL PLANTING AREAS SHALL BE SMOOTH, EVEN AND CONSISTENT, FREE OF ANY

HUMPS, DEPRESSIONS OR OTHER GRADING IRREGULARITIES.

6. ALL PLANT MATERIAL SHALL BE APPROVED PRIOR TO PLANTING. THE OWNER HAS THE RIGHT TO REJECT

ANY AND ALL PLANT MATERIAL NOT CONFORMING TO THE SPECIFICATIONS.

7. CONTRACTOR TO VERIFY PLANT COUNT BASED OFF OF LANDSCAPE PLAN.

PLANTING LEGEND

SYMBOL BOTANICAL NAME COMMON NAME SIZE HEIGHT x SPREAD

"BIG LEAF HYDRANGEA" 2 GAL 3' x 3'

GERANIUM SANGUINEUM "HARDY GERANIUM CRANESBILL" 1 GAL 18" x 18"

HEUCHERA SANGUINEA "CORAL BELLS" 1 GAL 12" x 12"

ECHINACEA PURPUREA "PURPLE CONEFLOWER" 1 GAL 36" x 24"

HEMEROCALLIS "STELL D'ORO "YELLOW DAYLILY" 1 GAL 12" x 18"

RUDBECKIA FULGIDA 'GOLDBLITZ' "BLACK EYED SUSAN" 1 GAL 24" x 18"

HYDRANGEA QUERCIFOLIA 'PEE WEE' "OAK LEAF HYDRANGEA"

"DWARF PANICLE HYDRANGEA"HYDRANGEA PANICULATA 'SMNHPK'

PP32512 FIRE LIGHT TIDBIT®

3 GAL 3' x 3'

2 GAL 4' x 3'

SHRUBS

PERENNIALS

HYDRANGEA MACROPHYLLA

"HOKOMABEBOS" PPAF KIMONO

Existing Tree

INSTALL MIN OF 6" TOP SOIL IN NEW PLANTING BEDS

(TYP).

Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano he ck ed

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* STA T E OF UTAH

No. 173076-2202

Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano he ck ed

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* STA T E OF UTAH

No. 173076-2202

Brad Klavano (Apr 30, 2026 13:29:42 MDT) Brad Klavano

Towne Center Drive Paver Replacement Plans Final Audit Report 2026-04-30

Created: 2026-04-30

By: Becky Messer (rmesser@sjc.utah.gov)

Status: Signed

Transaction ID: CBJCHBCAABAAEP8m-kXV-jxF6MiulrGWesM8VDspRUKr

"Towne Center Drive Paver Replacement Plans" History Document created by Becky Messer (rmesser@sjc.utah.gov) 2026-04-30 - 6:02:27 PM GMT- IP address: 208.83.111.126

Document emailed to bklavano@sjc.utah.gov for signature

2026-04-30 - 6:06:56 PM GMT

Email viewed by bklavano@sjc.utah.gov 2026-04-30 - 7:28:21 PM GMT- IP address: 54.245.136.103

Signer bklavano@sjc.utah.gov entered name at signing as Brad Klavano 2026-04-30 - 7:29:40 PM GMT- IP address: 208.83.111.126

Document e-signed by Brad Klavano (bklavano@sjc.utah.gov) Signature Date: 2026-04-30 - 7:29:42 PM GMT - Time Source: server- IP address: 208.83.111.126

Agreement completed.

2026-04-30 - 7:29:42 PM GMT