1-Fountain Green-2025 Park Improvements Drawings 2025-8-26 Reduced Size.pdf

PDF 4 MB Posted Aug 26, 2025

Attached to: Fountain Green City- Park Improvements
Solicitation number: RA26-28
Issued by: Tooele County, Utah

About this file

Written by GovTribe AI · Aug 26, 2025

These are engineering drawings for the Fountain Green City 2025 Park Improvements project, prepared by Jones & DeMille Engineering, located in Sanpete County, Utah. The project involves constructing two sports courts - a pickleball court and a volleyball court - within a municipal park setting. The drawings, dated August 26, 2025, are marked "FOR BIDDING ONLY" and include detailed site plans, court surface specifications, drainage plans, and technical details. The project encompasses post-tension concrete flatwork, court surfacing, fencing, landscaping considerations, and associated infrastructure improvements. The design includes specific requirements for court dimensions, surface materials, border treatments, and equipment installation, with careful attention to existing site features like trees and access routes.

The project documents indicate precise technical specifications for court construction, including 5-inch post-tension concrete flatwork, acrylic court surfacing (Plexipave or equivalent), and specific installation requirements for posts, nets, and border treatments. The site plan shows the courts located near an existing pavilion, with careful preservation of some existing trees and consideration of access routes. Drainage plans are included to manage water runoff, and the design incorporates details for excavation, base course preparation, and surface grading. The project appears to be funded through municipal resources, with a focus on creating recreational infrastructure for the Fountain Green community.

View the file

Other files

File	Type	Posted
2-Fountain Green-2025 Park Improvements Specifications 2025-8-26.pdf	PDF	Aug 26, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

FOUNTAIN GREEN CITY

2025 PARK IMPROVMENTS

DRAWINGS

AUGUST 26, 2025

FOR BIDDING ONLY

Project #: 2501-073 h:

\jd

\p ro j\2

3\ dw g\ cd s\ tit le _2

2501-073

VICINITY MAP

SHEET NO.PROJECT NO.

APPROVAL

RECOMMENDED FOR APPROVAL:

DATE

APPROVED:

DATE

Jones & DeMille Engineering, Inc.

1.800.748.5275 www.jonesanddemille.com

GIS - ENVIRONMENTAL - MATERIALS TESTING

CIVIL & STRUCTURAL ENGINEERING - SURVEYING

- shaping the quality of life -

PROJECT LOCATION

INDEX TO SHEETS

SHEET NO. SHEET TITLE

1 TITLE

1A LEGEND

DT-01 to DT-03 DETAILS

PL-01 OVERALL PLAN

PL-02 PICKLEBALL COURT PLAN

PL-03 VOLLEYBALL COURT PLAN

PP-01 DRAINAGE PLAN & PROFILE

SUBMITTAL: FOR BIDDING ONLY

FOUNTAIN GREEN CITY, SANPETE, UTAH

FOUNTAIN GREEN CITY

Fountain Green City

PARK IMPROVEMENTS

FOUNTAIN GREEN CITY

SAN JUAN

KANEWASHINGTON

IRON GARFIELD

WAYNEPIUTEBEAVER

MILLARD

SEVIER

EMERY GRAND

SANPETE

CARBON

JUAB

UTAH

WASATCH

DUCHESNE

UINTAH

DAGGETTSUMMIT

SALT LAKE

TOOELE

DAVIS

MORGAN

WEBER

RICH

CACHE

BOX ELDER

IDAHO

WYOMING

C O

ARIZONA

FOUNTAIN GREEN

CENTER ST

(S R

AutoCAD SHX Text N

LEGEND

EDGE OF ASPHALT

EDGE OF CONCRETE

EDGE OF GRAVEL SURFACING

EDGE OF DIRT SURFACING

EDGE OF ASPHALT SURFACING

TOP BACK OF CURB

LIP OF CURB

TOP OF SIDEWALK

TOP OF CONCRETE

TOP OF GRATE

EDGE OF ASPHALT

FLOW LINE OF GUTTER

FLOW LINE OF CULVERT

SIDEWALK

FINISHED GROUND

TOP OF ASPHALT

CONCRETE SURFACING

ASPHALT SURFACING

STREET SIGN

TBC

LOC

TSW

TOC

TOG

EOA

FLG

FLC

TOA

SANITARY SEWER LINE

CULINARY WATER LINE

BURIED POWER LINE

FENCE LINE (BARBED OR STOCKTIGHT)

DRAINAGE CULVERT

FLOW LINE OF DITCH

BURIED TELEPHONE LINE

NATURAL GAS LINE

BURIED CABLE TV LINE

CULINARY WATER VALVE

SANITARY SEWER MANHOLE

TREE

CONCRETE SURFACING

DELINEATOR POST

PROPERTY LINE

IRRIGATION LINE

EXISTING RIGHT OF WAY LINE

SANITARY SEWER MANHOLE

CULINARY WATER VALVE

DRAINAGE CULVERT

CULINARY WATER LINE

SANITARY SEWER LINE

SECTION LINE

PROPOSED RIGHT-OF-WAY LINE

SUBDIVISION BOUNDARY LINE

LOT LINES

QUARTER SECTION LINE

(P.U.E.) PUBLIC UTILITY EASEMENT

DEED LINE

FIRE HYDRANT

STRUCTURE

DELINEATOR POST

STREET SIGN

TOP OF CUT LIMITS

TOE OF FILL LIMITS

CULINARY WATER METER

WATER METER

POWER POLE & GUY WIRE

STORM DRAIN

SANITARY SEWER SERVICE

POWER POLE

EXISTING FEATURES PROPOSED FEATURESMISC. FEATURES

(SIDEWALK, CURB, GUTTER, ETC.)

FENCE LINE (CHAIN LINK)

TELEPHONE PEDESTAL

OVERHEAD CABLE TV LINE

OVERHEAD POWER LINE

OVERHEAD TELEPHONE LINE

BURIED POWER LINE

OVERHEAD POWER LINE

BURIED TELEPHONE LINE

OVERHEAD TELEPHONE LINE

BURIED CABLE TV LINE

OVERHEAD CABLE TV LINE

NATURAL GAS LINE

IRRIGATION LINE

STORM DRAIN

FENCE LINE (BARBED OR STOCKTIGHT)

FENCE LINE (CHAIN LINK)

FIBER OPTIC LINE

MAILBOX

ABBREVIATIONS

POWER POLE

COMMUNICATION MANHOLE

RIGHT-OF-WAY

SEWER MANHOLE

LEFT

RIGHT

EPP

CMH

R/W

SMH

L / LT

R / RT

TEMPORARY T.C.E.

PUBLIC UTILITY EASEMENTP.U.E.

CONSTRUCTION EASEMENT

STATIONSTA

EXISTING CITY BLOCK LINES

BLOCK LINE

EXISTING N/A LINE

-0

H :\J

D \P ro j\2

3\ dw g\

C D s\

D _2

dw g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

SANPETE

N O

N E

WATER MANHOLE

LIGHT POLE

G O

GAS METER

SMH

EPP

G.W.

CABLE TV PEDESTAL

SMH

SCO

EPP

SCO SANITARY SEWER CLEAN OUT

WMH

IRRIGATION MANHOLE

IM IRRIGATION METER

SDM STORM DRAIN MANHOLE

IMH

SCARIFIED AND

RECOMPACTED

NATIVE SOIL

5" THICK POST TENSION

CONCRETE

FLATWORK REQ'D

3/4" UNTREATED

BASE COURSE REQ'DEXISTING

GROUND

2 LAYERS OF 6 MIL

POLYETHYLENE VAPOR

BARRIER LAID IN

OPPOSITE DIRECTIONS

2.00'

0.33'

VARIES

6" 1'

-0

O .D

GROUND SURFACE

1'-6"

90% DENSITY FOR

BACKFILL COMPACTION

IN 6" TO 12" LIFTS REQUIRED

WARNING TAPE,

12" ABOVE PIPE

MAXIMUM ALLOWABLE

WATER LEVEL. DURING

CONSTRUCTION

90% COMPACTED BEDDING

MATERIAL IN 6" LIFTS

SLOPE VARIES TO MEET

O.S.H.A. REQUIREMENTS

AND SOIL CONDITIONS

1'-6"

10.00'

1.00'

15.00'15.00'

SCALE

D1 DRAIN & FLATWORK CROSS SECTION

SCALE

D5 PICKLEBALL COURT SURFACE

SCALE

A5 VOLLEYBALL COURT CROSS SECTION

SCALE

DT-01

-0

H :\J

D \P ro j\2

3\ dw g\

C D s\ D et ai ls _2

dw g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

SANPETE

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

G O

VOLLEYBALL COURT EQUIPMENT

WITH ADJUSTABLE NET HEIGHT REQ'D

SAND REQ'D

GEOTEXTILE FABRIC REQ'D

VOLLEYBALL COURT BORDER REQ'D

PLAY BOUNDARY

EXISTING PAVILION POST

1" CLEAN

GRAVEL

-2.0%

SECTION A-A

STA. 10+00 TO 10+91.26

SECTION B-B

COURT LINE PAINT

PLEXIPAVE (OR EQUAL)

COURT COLOR SURFACE COAT

PLEXIPAVE (OR EQUAL)

COURT ACRYLIC RESURFACER

PLEXIPAVE (OR EQUAL)

POST TENSION CONCRETE FLATWORK, SEE DETAIL

NOTES:

1. COURT SURFACING SHALL COMPLY WITH PROJECT SPECIFICATIONS AND MANUFACTURERS RECOMMENDATIONS.

2. FINAL SURFACE SHALL BE FREE OF BUBBLES, CRACKS OR OTHER DEFECTS.

2- 3'

2' ON E AND W SIDES

1' ON N AND S SIDES

5" CONCRETE

FLATWORK REQ'D

TRENCH DETAIL

1' -0

" 10"

#4 REBARS ABOVE

& BELOW TENDON.

3" MIN COVER ALL

AROUND

2" DIA. TENDONS 4" DEPTH

FROM TOC AT PERIMETER.

RAISE ON 2" CHAIR

EVERY 4' MAX.

CONCRETE

CURB REQ'D

WRAP FILTER FABRIC

AROUND PIPEDRAIN PIPE &

APPURTENANCES

REQ'D

CONCRETE

BEAM

3/4" UNTREATED BASE

COURSE REQ'D

4" M

3' SQUARE

2' SQUARE6" 6"

FINSIHED GRADE

SQUARE FRAME & COVER

BILCO MODEL K

OR EQUIVALENT

6" MIN. UNTREATED BASE COURSE.

COMPACTED TO 96%, AASHTO T-180

#4 BARS AT 12" O.C.

BOTH WAYS. PLACE

IN CENTER OF SLAB

SECTION C-C

PIPE CULVERTS

AS REQUIRED

CONCRETE STRUCTURE

PLAN

SQUARE FRAME & GRATED COVER

BILCO MODEL K

OR EQUIVALENT

NOTE:

USE FRAME & COVER D&L SUPPLY I-9224

OR EQUIVALENT.

1'-0"

3' -0

SCALE

D1 PICKLEBALL POST (NET AND SEPARATION FENCING)

SCALE

A5 DRAIN BOX

SCALE

DT-02

-0

:\J D

\P ro j\2

3\ dw g\ C

D s\

D et ai ls

-0

.d w g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

SANPETE

NTS

NOT TO SCALE NOT TO SCALE

G O

COURT SURFACE

GROUND SLEEVE

CONCRETE FOOTING:

POUR TO STABLE

UNDISTURBED SOIL

POST TENSION

CONCRETE FLATWORK

PROVIDE SLEEVE

CAP THAT IS FLUSH

WITH GROUND

SURFACE ONCE

POST IS REMOVED

NET TIGHTENER

UNTREATED

BASE COURSE

REQ'D

3" O.D. PICKLEBALL POST

5" 4"

2" CHAIRS

EVERY 4' MAX.

2" DIA. TENDON

NET

SCARIFIED AND RECOMPACTED

NATIVE SOIL

2" DIA. TENDON

2 LAYERS OF 6 MIL

POLYETHYLENE

VAPOR BARRIER LAID IN

OPPOSITE DIRECTIONS

PERFORATED CONCRETE BOX

DT-03

O N

-0

:\J D

\P ro j\2

3\ dw g\ C

D s\

C O

U R

T-

-0

.d w g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

SANPETE

G O

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

EDGE OF SLAB

INDIVIDUAL 1

2" DIA. TENDONS

1.00'

0.97'

3.00'

2.00'

3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'3.00'

76.00'

65.00'

11.00'

.2 3'

ALTERNATE A: EXPAND TO

FULL PAVILION

5" CONCRETE FLATWORK REQ'D

POST TENSION CONCRETE PLAN

PL-01

-0

:\J D

\P ro j\2

3\ dw g\ C

D s\

Si te

Pl an

dw g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

SANPETE

G O

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

PICKLEBALL

COURTS SEE SHEET PL-02

VOLLEYBALL COURT

SEE SHEET PL-03

W CENTER St

W 100 S St

ACCESS ROUTE AND

DISTURBANCE LIMITS 16

.0 0'

PL-02

C O

AN 25

-0

H :\J

D \P ro j\2

3\ dw g\

C D s\

L C

O U

R T-

-0

.d w g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

SANPETE

C U

R B

O N

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

POST TENSION CONCRETE

FLATWORK REQ'D

(SEE DETAIL ON SHEET DT-03

(ALTERNATE A)

REMOVE AND REPLACE CHAIN

LINK FENCE REQ'D. SEE NOTE 10

COURT SURFACING SYSTEM AND STRIPING REQ'D

SEE DETAIL D5 ON SHEET DT-01

DRAIN BOX REQ'D

SEE DETAIL ON DT-02

REMOVE EXISTING CONCRETE

FLATWORK REQ'D

(ALTERNATE A)

SPRINKLER SYSTEMS TO BE REMOVED

BY OWNER PRIOR TO CONSTRUCTION

AS NEEDED

EXISTING STAGE

TO REMAIN

PICKLEBALL NETS

REQ'D

PICKLEBALL POSTS AND

EMBEDDED SLEEVES

REQ'D SEE DETAIL D1

ON SHEET DT-02

60.00'

44.00'

8.00'

.0 0'

EXISTING TREES

TO REMAIN

EXISTING GATE ENTRANCE

TO REMAIN

EXISTING GATE

ENTRANCE

TO REMAIN

EXISTING GATE

ENTRANCE TO

REMAIN

11'

'-6

SHED

EXISTING GATE

ENTRANCE TO

REMAIN

DRAIN PIPE AND

APPURTENANCES

SEE DETAIL ON DT-01

SEE PLAN AND PROFILE ON PP-01

DRAIN PIPE AND

APPURTENANCES REQ'D

SEE DETAIL ON DT-01

SEE PLAN AND PROFILE ON PP-01

76' POST TENSION CONCRETE

P O

O N

C O

N C

EXISTING TREES TO REMAIN

EXISTING TREES TO BE

REMOVED BY OWNER

SECTION A-A

DRAIN & FLATWORK

CROSS SECTION. SEE

DETAIL ON SHEET DT-01

5920.56 EXISTING TOC

5920.34 EXISTING TOC

5920.4 EXISTING TOC

5920.61' EXISTING TOC

5920.80' PROPOSED TOC

(SEE NOTE 8)

5920.80 PROPOSED TOC

(SEE NOTE 8)

EXISTING TREE TO REMAIN

5920.60 PROPOSED TOC

(SEE NOTE 8)

5920.60 PROPOSED TOC

(SEE NOTE 8)

PICKLEBALL COURT NOTES:

1. ALL COURT DIMENSIONS ARE TO

OUTSIDE OF LINES

2. LINE WIDTH = 2"

3. NET HEIGHT AT SIDELINE = 36"

4. NET HEIGHT AT CENTER = 34"

5. IDENTICAL DIMENSIONS FOR BOTH

COURTS

6. PADDING ON STAGE CORNERS AND

ALL PILLARS ADJACENT TO COURTS

REQ'D TO MINIMUM HEIGHT OF 7'.

BOTTOM OF PADDING MUST BE

FLUSH TO COURT SURFACE

7. OUTER OVERRUN LINES ARE FOR

REFERENCE TO SHOW SPACE

REQUIRED FOR PLAY AND ARE NOT

TO BE PAINTED

8. TOC TO BE DETERMINED AND

ACCEPTED BY ENGINEER AFTER

EXISTING CONCRETE PAD IS

REMOVED AND AMOUNT OF EXISTING

BASE MATERIAL IS DETERMINED

9. PROTECT TREES THAT ARE TO

REMAIN

10. FOR REPLACEMENT OF FENCE USE

EXISTING POSTS, FABRIC AND

APPURTENANCES. WELD POSTS TO

COLUMNS SIMILAR TO SOUTH

FENCING. USE BASE PLATE BOLTED

TO CONCRETE FOR POST BETWEEN

COLUMNS

15.00'7.00'

32.53'

32.59'

OUTSIDE OVERRUN LINES

FOR REFERENCE ONLY

EMBEDDED SLEEVE

AND POST REQ'D

FOR SEPARATION FENCING

SEE ON SHEET DT-02

PICKLEBALL EMBEDDED

SLEEVE AND POST REQ'D

SEE ON SHEET DT-02

FOR SEPARATION FENCING

POST TENSION CONC

FLATWORK REQ'D

(4' X 14')

5" CONCRETE

FLATWORK REQ'D

-0.25% (SEE NOTE 8)

(4' X 4') 5" CONCRETE

FLATWORK REQ'D

SAW CUT

REMOVE EXISTING CONCRETE

FLATWORK REQ'D

(6' X 14') 5" CONCRETE

FLATWORK REQ'D

REMOVE EXISTING CONCRETE

FLATWORK REQ'D

PICKLEBALL COURT

EXCAVATION REQ'D

(4' X 4') 5" CONCRETE

FLATWORK REQ'D

EXISTING TREE

TO REMAIN

CONTRACTOR TO DISASSEMBLE

AND REASSEMBLE ROOF SKIRT

FOR ACCESS INTO PAVILION AREA

PICKLEBALL COURT

EXCAVATION REQ'D

SPRINKLER SYSTEMS TO BE

REMOVED BY OWNER PRIOR TO

CONSTRUCTION AS NEEDED

PL-03

C O

AN 25

-0

:\J D

\P ro j\2

3\ dw g\ C

D s\

Vo lle yb al l C ou rt_

-0

.d w g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

SANPETE

G O

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

VOLLEYBALL COURT BORDER REQ'D

SAND REQ'D

VOLLEYBALL COURT

EQUIPMENT WITH ADJUSTABLE

NET HEIGHT REQ'D

SEE DETAIL ON SHEET DT-01

FIRE PIT TO BE REMOVED BY

OWNER PRIOR TO CONSTRUCTION

W 100 S

VOLLEYBALL COURT

EXCAVATION REQ'D

NOTES:

1. SPRINKLER SYSTEMS TO BE

REMOVED BY OWNER PRIOR TO

CONSTRUCTION AS NEEDED

2. OWNER TO REPLACE TURF

EXISTING LAMP POST

TO BE RELOCATED

BY OWNER

EXISTING TREE

TO BE REMOVED

BY OWNER

EXISTING TREES

TO BE REMOVED

BY OWNER

EXISTING TREE TO

BE REMOVED

BY OWNER

EXISTING TREE PROTECT IN PLACE

6" UNTREATED

BASE COURSE REQ'D

(VOLLEYBALL PARKING)

WATER TAP TO BE REMOVED

CUT 3.44' TO TOP OF SAND

TOP OF SAND

5910.93

CUT 2.43' TO

TOP OF SAND

SECTION B-B.

SEE DETAIL A5

ON SHEET DT-01

50.00'

30.00'

5913.14 EXISTING GROUND

5914.38 EXISTING GROUND

5911.73 EXISTING GROUND

5910.93 EXISTING GROUND

TOP OF SAND

5910.93

TOP OF SAND

5910.93

TOP OF SAND

5910.93

FIRE PIT TO REMAIN

FIRE PIT TO BE REMOVED BY

OWNER PRIOR TO CONSTRUCTION

OWNER TO

REMOVE

OWNER TO REMOVE

10.00'

NEW LAMP POST LOCATION.

LINE UP WITH LINE OF NET

ESTIMATED LIMITS

OF EXCAVATION

SLOPE: 4:1

10+91

BP: 10+00.00

EP: 10+91.26

PI: 10+59.01

NORTH DRAIN

10+00

11+00

-1.00% 1.00%

PVI 10+00.00

Elev 5918.88

PVI 10+59.01

Elev 5918.29

PVI 10+91.26

Elev 5918.62

PP-01

G E

-0

H :\J

D \P ro j\2

3\ dw g\

C D s\ D ra in ag eP la nP ro fil e.

dw g

N S

N O

N U

COUNTY

SHEET NO.

D W

G N

1 2 3 4 5 6 7 8

O N

- M

N G

w .jo ne sa nd de m ille

.c om

Jo ne s

D eM ille E ng in ee rin g, In c.

E N

SANPETE

G O

Blue Stakes of

Bluestakes.org 1-800-662-4111

CALL BEFORE YOU DIG.

IT'S FREE AND IT'S THE LAW.

DRAIN PIPE AND

APPURTENANCES

REQ'D SEE DT-01

DRAIN BOX REQ'D

SEE DETAIL

ON DT-02

SEE DETAIL D1

ON SHEET DT-01

DRAIN BOX REQ'D

SCALE:

1" = 10' HOR.

1" = 10' VERT.

000101_10 Project Drawings Title Page_JDE

File details come from the government source that posted it. Updated Aug 26, 2025.