1-26-007 Construction Drawings - 2026 Bonneville Basketball Court.pdf
PDF 5 MB Posted
- Attached to
- 2026 Bonneville Basketball Court Project
- Solicitation number
- 26-007
- Issued by
- Utah
About this file
2026 Bonneville Basketball Court Project - Construction Drawings
This is a set of construction drawings prepared by the City of Orem, Utah, Community Development Engineering Division for the 2026 Bonneville Basketball Court Project. The project involves constructing an 80-foot by 50-foot post-tensioned basketball court with related site improvements at the Bonneville location in Orem. The scope of work includes demolition of existing concrete flatwork, grading and site preparation, installation of the post-tensioned concrete court with surfacing and striping, two basketball hoops with 72-inch backboards and appurtenances, concrete flatwork for bench pads, landscape and irrigation restoration, and stormwater management features including small swales around the court perimeter. The project was designed by Tom Nisson in April 2026 and is scheduled for construction completion by October 1, 2026. The drawings include a demolition plan, grading plan with elevations, site plan with tendon spacing details, dimension plan, and detail sheets for the post-tensioned concrete court construction and concrete flatwork specifications.
The contractor is responsible for all survey staking and layout activities within the City's "Orem97" survey datum, locating and protecting existing underground utilities through potholing, and coordinating with the City Parks Department for landscape and irrigation restoration. The construction drawings specify a 5-inch thick post-tensioned concrete court with 4-inch concrete flatwork over 4-inch compacted Utah Test Base Course material, a 6-inch minimum compacted subbase of A-1 graded material, and a 6-millimeter polyethylene vapor barrier. Maximum allowable slope is 20 percent, with grade corners incorporating small swales to convey stormwater around the court and bench pads. Key contacts include Design Engineer Tom Nisson, Project Manager John Wirthlin, and various City staff members responsible for sewer, water, storm drain, streets, street lights, signs, traffic control, and Stormwater Pollution Prevention Plan coordination.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2-26-007 Contract Docs and Specifications - Bonneville Basketball Court.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DEVELOPMENT SERVICES
ENGINEERING DIVISION
56 NORTH STATE ST
OREM, UT 84057
CITY OF OREM
APRIL 2026
CITY OF OREM, COMMUNITY DEVELOPMENT, ENGINEERING DIVISION
DRAWINGS FOR THE CONSTRUCTION OF:
2026 BONNEVILLE BASKETBALL
COURT PROJECT
- POST-TENSIONED BASKETBALL COURTS -
4/16/2026
PROJECT VICINITY MAP SYMBOLS DRAWING INDEX
LOCATION MAP
ABBREVIATIONS
CITY OF OREM
ENGINEERING DIVISION
COMMUNITY DEVELOPMENT
OREM, UT 84057
56 NORTH STATE ST
(801) 229-7107
APPROVAL CITY ENGINEER
APPROVAL COMMUNITY DEVELOPMENT DIRECTOR
DESIGN: TOM NISSON
DATE: APRIL 2026
2000 NORTH
1600 NORTH
1200 NORTH
800 NORTH
400 NORTH
CENTER ST
400 SOUTH
800 SOUTH
1200 SOUTH
1600 SOUTH
2000 SOUTH
W
ES
T
W
ES
T
W
ES
T
W
ES
T
M
AI
N S
T
EA
ST
EA
ST
E
AS
T
GENERAL INFORMATION
PROJECT NUMBER: 26-007
SHEET
TITLENUMBER
TITLE SHEET1
GENERAL INFO AND LOCATION MAP2
SP1
IRR IRRIGATION
OC ON CENTER
OUTSIDE DIAMETEROD
LIP OF GUTTER
NOT IN CONTRACT
NOT TO SCALE
NIC
NTS
LG
MH MANHOLE
SIDEWALK
TOP OF WALK
TOP OF CONCRETE
TELEPHONE
EOA EDGE OF ASPHALT
END VERTICAL CURVE
FIRE HYDRANT
INSIDE DIAMETER
G
ID
GAS
EVC
FL
FH
FLOW LINE
CONTROL POINT
DUCTILE IRON
END CURB RETURN
EL
ECR
EC END CURVE
ELEVATION
CP
CTV
DI
CABLE TV
TW
W
TYP
WATER
TYPICAL
SW
TC
T
ENGINEERING STATION
POINT OF TANGENCY
POINT ON CURVE
POINT OF INTERSECTION
POLYVINYL CHLORIDE
RIGHT OF WAY
STORM DRAIN
SANITARY SEWER
POINT OF CURVATURE
POLE, POWER
CURB & GUTTER
BEGIN VERTICAL CURVE
CORRUGATED METAL PIPE
CG
CONC
CI
CO
CMP
CAST IRON
CLEANOUT
CONCRETE
BVC
CB
BM BENCH MARK
CATCH BASIN
R/W
SS
SD
STA
PT
PVC
PRV
ASPHALT CONCRETE
BEGIN CURVE
BEGIN CURB RETURN
AC
.BCR
BC
P
POC
PI
PC
S S
EXISTING CATCH BASIN
EXISTING CLEANOUT
EXISTING MANHOLE
EXISTING PRESSURE REDUCER
EXISTING SUMP
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
NEW CATCH BASIN
NEW CLEANOUT
NEW MANHOLE
NEW PRESSURE REDUCER
NEW SUMP
NEW WATER METER
NEW FIRE HYDRANT
NEW WATER VALVE
NEW WATER CROSS
NEW WATER TEE
NEW WATER ELBOW
NEW WATER SLEEVE
NEW WATER REDUCER
NEW WATER PLUG
NEW STREETLIGHTEXISTING STREETLIGHT
EXISTING POLE
EXISTING POLE WITH ANCHOR
SECTION CORNER
CONTROL POINT
SIGN
CONIFEROUS TREE DECIDUOUS TREE
CURB, GUTTER & SIDEWALKCG&SW
ROAD CENTERLINERCL
PRESSURE REDUCING VALVE
EXISTING UTILITIES NEW UTILITIES
INVERT ELEVATIONINV
HDPE
REINFORCED CONCRETE PIPERCP
CL CENTERLINE
FO FIBER OPTIC
HIGH-DENSITY POLYETHYLENE
DM1
DP1
PROJECT
AREA
1450 N.
DIMENSION PLAN
DESIGN ENGINEER TOM NISSON 229-7331
PROJECT MANAGER JOHN WIRTHLIN 229-7336
SEWER RYAN JOHNSON 229-7481
WATER QUINN FENTON 229-7546
STORM DRAIN RICK SABEY 229-7545
STREETS BILL PETERSON 229-7537
STREET LIGHTS SHAUN BRIDGES 229-7584
SIGNS TRENT MALLINSON 229-7519
TRAFFIC CONTROL JOHN DORNY 229-7320
SWPPP RYAN CASPER 229-7573
CONTACTS
GENERAL NOTES
TOP OF ASPHALTTA
GP1
DEMOLITION SHEET
SITE PLAN
GRADING PLAN
W
W
ANGLE POINTAP
2026 BONNEVILLE BASKETBALL
COURT PROJECT
- POST-TENSIONED BASKETBALL COURTS -
1. THE CONTRACTOR IS TO READ AND UNDERSTAND THE M&P SPECIAL
CONDITIONS LOCATED IN THE SPECIFICATIONS. EACH LINE ITEM IS
COVERED IN DETAIL WITH EXTRA INFORMATION THAT MAY NOT BE FOUND
ON THE PLANS. THE CONSTRUCTION COMPLETION DATE IS OCTOBER 1,
2026.
2. UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS
RESPONSIBLE TO POTHOLE, LOCATE AND PROTECT ALL EXISTING UTILITIES.
THE CONTRACTOR IS RESPONSIBLE TO POTHOLE EXISTING UTILITIES TO
VERIFY ELEVATION AND LOCATION.
3. THE CONSTRUCTION SURVEY STAKING IS TO BE PROVIDED BY THE
CONTRACTOR. ALL SURVEY ACTIVITIES SHALL BE PERFORMED WITHIN THE
CITY'S “OREM97” SURVEY DATUM, UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR IS RESPONSIBLE TO SURVEY AND LAYOUT ALL
IMPROVEMENTS. IF THE CONTRACTOR SHALL NOTIFY THE PROJECT
MANAGER OF ANY DISCREPANCIES.
5. THE CONTRACTOR SHALL RESTORE ALL DAMAGED LANDSCAPING AND
IRRIGATION THAT IS DAMAGED OR REQUIRES ADJUSTMENTS. THE
CONTRACTOR SHALL COORDINATE WITH CITY STAFF IN THE PARKS
DEPARTMENT BEFORE RESTORING ANY LANDSCAPING OR IRRIGATION.
D1 DETAIL SHEET
EXISTING STRUCTURE
OR FACILITY
1440 N.
1500 N.
DA
TE
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
CLEARING, GRUBBING AND DEMOLITION
WITHIN THE PROJECT EXTENTS AND AS
REQUIRED TO INSTALL NEW IMPROVEMENTS
PRESERVE & PROTECT EXISTING POWER TRANSFORMER
REMOVE & DISPOSE OF EXISTING
CONCRETE FLATWORK
PRESERVE & PROTECT EXISTING LIGHT
PRESERVE & PROTECT EXISTING TREE
PRESERVE & PROTECT EXISTING TREE
PRESERVE & PROTECT EXISTING TREEPRESERVE & PROTECT EXISTING TREE
CLEARING, GRUBBING AND DEMOLITION
WITHIN THE PROJECT EXTENTS AND AS
REQUIRED TO INSTALL NEW IMPROVEMENTS
CLEARING, GRUBBING AND DEMOLITION
WITHIN THE PROJECT EXTENTS AND AS
REQUIRED TO INSTALL NEW IMPROVEMENTS
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
TL
N
TL
N
DE
M
O
LI
TI
O
N P
LA
N
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
P
RO
JE
CT
AP
RI
L
AP
RI
L
AP
RI
L
DM1
SCALE: 1" = 10' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 6-
7-
PR
K
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
\D
ES
IG
N
\D W
G\
-0
D
ES
IG
N
B
AS
EM
AP
.D W
G
PR
O
JE
CT
N U
M
BE
R:
6-
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
-2.8%
-2.0%
-2.0%
-2.0%
-1.0%
-1.0%
-1.0%
.0
4737.00
.0
.0
.0
-2.9%
FG:4737.05
EG:4737.03
FG:4737.31
EG:4737.37
FG:4736.63
EG:4736.17
FG:4736.37
EG:4735.94
FG:4736.52
EG:4736.08
FG:4736.49
EG:4736.09
FG:4735.77
EG:4735.77
FG:4735.69
EG:4735.68
FG:4737.00
EG:4736.70
FG:4736.92
EG:4736.61
FG:4736.63
EG:4736.63
FG:4736.66
EG:4736.66
FG:4736.77
EG:4736.48
FG:4736.84
EG:4736.56
FG:4736.94
EG:4736.66
FG:4737.01
EG:4736.72
FG:4737.11
EG:4736.90
FG:4737.18
EG:4737.05
FG:4736.67
EG:4736.16
FG:4736.74
EG:4736.25
GRADE CORNER WITH SMALL SWALE
TO CONVEY STORMWATER AROUND
BASKETBALL COURT
GRADE CORNER WITH SMALL SWALE TO
CONVEY STORMWATER AROUND BENCH PAD
FG:4736.81
EG:4736.65 FG:4736.98
EG:4736.81
FG:4737.15
EG:4737.09
FG:4736.63
EG:4736.21
FG:4736.70
EG:4736.29
FG:4736.88
EG:4736.73
FG:4737.05
EG:4736.89 FG:4737.22
EG:4737.27
-1 .0
-1 .0
-1 .0
-1 .1
GRADE A MAX DISTANCE OF 5' FROM
THE NEW IMPROVEMENTS. MAXIMUM
ALLOWABLE SLOPE IS 20% (TYP.)
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
TL
N
TL
N
GR
AD
IN
G
PL
AN
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
P
RO
JE
CT
AP
RI
L
AP
RI
L
AP
RI
L
GP1
SCALE: 1" = 10' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 6-
7-
PR
K
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
\D
ES
IG
N
\D W
G\
-0
D
ES
IG
N
B
AS
EM
AP
.D W
G
PR
O
JE
CT
N U
M
BE
R:
6-
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D4" CONCRETE FLATWORK
OVER 4" UTBC
4" CONCRETE FLATWORK
OVER 4" UTBC
4" CONCRETE FLATWORK OVER 4"
UTBC - BENCH PAD- (TYP.)
80'X50' POST-TENSIONED 5" THICK
CONCRETE COURT, COURT WITH
SURFACING, STRIPING, ETC.
"SERIOUS SPORTS" HEAVY DUTY PARK SYSTEM
BASKETBALL HOOP, 72 INCH BACKBOARD, POLE &
APPURTENANCES OR APPROVED EQUAL (TYP.)
INSTALL PER MANUFACTURERS RECOMMENDATIONS
BUILDING A BETTER OREM SLOGAN (TYP.)
OREM LOGO
LANDSCAPE & IRRIGATION
RESTORATION AS REQUIRED (TYP.)
LANDSCAPE & IRRIGATION
RESTORATION AS REQUIRED (TYP.)
LANDSCAPE & IRRIGATION
RESTORATION AS REQUIRED (TYP.)
WIDTH TENDON SPACING: 2 FT 5 IN
LENGTH TENDON SPACING: 2 FT 1 IN
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
TL
N
TL
N
SI
TE
P
LA
N
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
P
RO
JE
CT
AP
RI
L
AP
RI
L
AP
RI
L
SP1
SCALE: 1" = 10' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 6-
7-
PR
K
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
\D
ES
IG
N
\D W
G\
-0
D
ES
IG
N
B
AS
EM
AP
.D W
G
PR
O
JE
CT
N U
M
BE
R:
6-
CO
M
M U
N
IT
Y
DE
VE
LO
PM
EN
T
DI
RE
CT
O R
CI
TY
E N
GI
N
EE
R
DA
TE
AP
PR
O
VE
D
AP
PR
O
VA
L
RE
CO
M
M
EN
DE
D
80.00'
50.00'
3.00'
3.00'
74.00'
44.00'
3.00'
4.00' 8.00'
4.00' 5.00'
37.65'
10.50'
10.19'
12.06'
12.00'
25.00'
13.00'
12.00'
6.00'
C
IT
Y O
F O
R
EM
O R
EM
, U
T
N
O R
TH
S
TA
TE
S T
EN
G
IN
EE
R
IN
G D
IV
IS
IO
N
C O
M M
U N
IT
Y
D
EV
EL
O
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
TL
N
TL
N
TL
N
DI
M
EN
SI
O N
P
LA
N
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
P
RO
JE
CT
AP
RI
L
AP
RI
L
AP
RI
L
DP1
SCALE: 1" = 10' (11"x 17" SHEET SIZE)
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 6-
7-
PR
K
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
\D
ES
IG
N
\D W
G\
-0
D
ES
IG
N
B
AS
EM
AP
.D W
G
PR
O
JE
CT
N U
M
BE
R:
6-
VARIES
SEE PLANS FOR DETAILS
5"
8"
SUBBASE TO BE A MINIMUM OF 6" OF A-1
GRADED MATERIAL. REMOVAL OF EXISTING
MATERIAL AS DETERMINED BY CITY
ENGINEER.
6" MIN. COMPACTED
UTBC REQ'D
POST TENSIONED TENDONS
WITH SLEEVES
12"
R = 1/2"
6 MIL POLYETHYLENE VAPOR BARRIER
12"
18.4'
7.6'
6.7
CI
TY
O F
O
RE
M
O
RE
M , U
T
N
O
RT
H
ST
AT
E
ST
EN
GI
N
EE
RI
N G
DI
VI
SI
O
N
CO
M M
U N
IT
Y
DE
VE
LO
PM
EN
T
DE
SC
RI
PT
IO
N
BY
RE
V
DA
TE
CH
EC
KE
D
DR
AW
N
DE
SI
GN
A
POST-TENSIONED CONCRETE COURT
N.T.S.
C
STENCIL DETAILS
N.T.S.
D
N.T.S.
TL
N
TL
N
TL
N
AP
RI
L
AP
RI
L
AP
RI
L
D1
DE
TA
IL
S
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
P
RO
JE
CT
PR
O
JE
CT
N U
M
BE
R:
6-
Z:
\D
S_
EN
G\
EN
G_
PR
O
JE
CT
S\
\2 6-
7-
PR
K
B O
N N
EV
IL
LE
B
AS
KE
TB
AL
L
CO
U
RT
\D
ES
IG
N
\D W
G\
-0
D
ES
IG
N
B
AS
EM
AP
.D W
G
4"
1.
5%
4" MIN. COMPACTED
UTBC REQ'D
SUBBASE TO BE A MINIMUM OF 6" OF A-1
GRADED MATERIAL. REMOVAL OF EXISTING
MATERIAL AS DETERMINED BY CITY ENGINEER.
B
CONCRETE FLATWORK
N.T.S.
| Sheets and Views |
| Title |
| 26-007 Title & Index - Index |
| 26-007 Design Basemap - DM1 |
| 26-007 Design Basemap - GP1 |
| 26-007 Design Basemap - SP1 |
| 26-007 Design Basemap - DP1 |
| 26-007 Design Basemap - Details |
File details come from the government source that posted it. Updated .