6-Bingham HS Track Replacement - Drawings.pdf

5223 South Ascension Way, Suite 350

Murray, Utah 84123

Phone: 801.364.9259

Contact: Selvam Rajavelu

Email: selraj@njraarchitects.com

Project Manager: Tyler Stanger

Email: tylsta@njraarchitects.com

ARCHITECT

NJRA Architects, Inc.

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

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/2

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M

Bingham High School Jordan School District

2160 South Jordan Pkwy South Jordan, UT 84095

G001

Cover Sheet

J o rd a n S c h o o l D is tr ic t

B in g h a m

H ig h S c h o o l

S o u th

J o rd a n P k w y

S o u th

J o rd a n

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25713.00

Bid Documents January 8, 2026

Bid Documents

Track Replacement

Tr a c k R e p la c e m e n t

DESIGN TEAM

THE CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE BUILDING OFFICIAL FOR

REVIEW WITH AN ACCOMPANYING LETTER FROM THE ARCHITECT STATING THAT THE

CONTENTS OF THE SUBMITTAL ARE IN CONFORMANCE WITH THE DESIGN. WORK

RELATED TO THE DEFERRED SUBMITTAL IS NOT TO COMMENCE UNTIL THE BUILDING

OFFICIAL HAS APPROVED THE SUBMITTAL.

1. DETAILS AND ENGINEERING CALCULATIONS FOR ALL NONSTRUCTURAL

COMPONENTS THAT ARE PERMANENTLY ATTACHED TO STRUCTURES AND THEIR

SUPPORTS AND ATTACHMENTS. THESE SHALL BE DESIGNED AND CONSTRUCTED TO RESIST

THE EFFECTS OF EARTHQUAKE MOTIONS IN ACCORDANCE WITH ASCE 7-05. REFERENCE

IBC SECTION 1613.1. THIS INCLUDES:

- ELECTRICAL SYSTEMS

- MECHANICAL SYSTEMS

- PLUMBING SYSTEMS

- DECORATIVE ARCHITECTURAL COMPONENTS.

CONTRACTOR TO PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY

PROJECT DOCUMENTS.

Approvers Name, Title Date

Approvers Name, Title Date

Approvers Name, Title Date

Approvers Name, Title Date

IMPLEMENTATION OF INTERIM LIFE SAFETY MEASURES (ILSM) IS REQUIRED IN OR

ADJACENT TO ALL CONSTRUCTION AREAS AND THROUGHOUT BUILDINGS WITH

EXISTING LSC DEFICIENCIES. ILSM APPLY TO ALL PERSONNEL, INCLUDING

CONSTRUCTION WORKERS, MUST BE IMPLEMENTED UPON PROJECT DEVELOPMENT,

AND CONTINUOUSLY ENFORCED THROUGH PROJECT COMPLETION. ILSM ARE

INTENDED TO PROVIDE A LEVEL OF LIFE SAFETY COMPARABLE TO THAT DESCRIBED IN

CHAPTERS 1 THROUGH 7, 31 AND THE APPLICABLE OCCUPANCY CHAPTERS OF THE LSC.

EACH ILSM ACTION MUST BE DOCUMENTED THROUGH WRITTEN POLICIES AND

PROCEDURES. EXCEPT AS STATED BELOW, FREQUENCIES FOR INSPECTION, TESTING,

TRAINING, AND ILSM CONSIST OF THE FOLLOWING ACTIONS:

THIS PROJECT INCLUDES THE FOLLOWING BASE OF BID SCOPE OF WORK AS

INDICATED IN THE PROJECT DOCUMENTS:

REPLACE EXISTING TRACK SURFACE WITH NEW SYNTHETIC TRACK SURFACE

SYSTEM WITH ALL ACCESSORIES ASSOCIATED TYPICALLY WITH TRACK

REPLACEMENTS AND AS INDICATED IN THE PROJECT DOCUMENTS.

THIS PROJECT INCLUDES THE FOLLOWING ADD ALTERNATES AND UNIT PRICES AS

INDICATED IN THE PROJECT DOCUMENTS:

A. AS ADD ALTERNATE #1: PROVIDE POURED SYNTHETIC TRACK SURFACE:

PROVIDE POURED SYNTHETIC TRACK SURFACE SYSTEM WITH ALL ACCESSORIES

ASSOCIATED TYPICALLY WITH TRACK REPLACEMENTS.

B. AS ADD ALTERNATE #2: TRACK SUBSURFACE REMEDIATION:

REMOVAL OF EXISTING ASPHALT TRACK; REVIEW ADEQUACY OF SUBSURFACE

SOIL; PROVIDE NEW ASPHALT TRACK, 4 INCHES DEEP.

C. AS ADD ALTERNATE #3: COLORIZED EXHCANGE ZONES:

PROVIDE COLORIZED EXCHANGE ZONES IN BLUE IN THE SAME SYNTHETIC TRACK

SURFACE SYSTEM WITH ALL ACCESSORIES ASSOCIATED TYPICALLY WITH TRACK

REPLACEMENTS.

D. AS UNIT PRICE #1: REMEDIATE INADEQUATE SUBSURFACE SOIL:

PROVIDE PRICING (BASED ON CUBIC FEET COST) TO REMOVE AND REPLACE

SOFT OR UNSTABLE SOIL MATERIALS; REPLACE WITH 8 INCHES MINIMUM

THICKNESS LAYER OF COMPACTED ROAD BASE OVER 24” OF 3” MINUS

STRUCTURAL FILL PLACED OVER GEOGRID.

THIS TRACK SURFACE WAS REVIEWED AND PERMITTED IN ITS ENTIRETY AT ITS

ORIGINAL CONSTRUCTION. THIS PROJECT INVOLVES ONLY TRACK SURFACE

REPLACEMENT. AS THERE WILL BE NO CHANGE IN OCCUPANCY USE OR

OCCUPIABLE SQUARE FOOTAGE, EXISTING OCCUPANCY LOADS, MEANS OF EGRESS

ELEMENTS, AND PLUMBING COUNTS ARE ASSUMED TO BE SUFFICIENT FOR THIS

WORK.

OCCUPANY AND GROUP: A5

APPLICABLE CODES:

2021 INTERNATION BUILDING CODE (IBC)

ICC / ANSI A117.1-2009

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

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M

G002

General Information

J o rd a n S c h o o l D is tr ic t

B in g h a m

H ig h S c h o o l

S o u th

J o rd a n P k w y

S o u th

J o rd a n

U T

25713.00

Bid Documents January 8, 2026

Tr a c k R e p la c e m e n t

DRAWING INDEX

APPROVALS

DEFINITIONS

1. GENERAL: BASIC CONTRACT DEFINITIONS ARE INCLUDED IN THE CONDITIONS OF THE

CONTRACT.

2. "APPROVED": WHEN USED TO CONVEY ARCHITECT'S ACTION ON CONTRACTOR'S

SUBMITTALS, APPLICATIONS, AND REQUESTS, "APPROVED" IS LIMITED TO ARCHITECT'S

DUTIES AND RESPONSIBILITIES AS STATED IN THE CONDITIONS OF THE CONTRACT.

3. "DIRECTED": A COMMAND OR INSTRUCTION BY ARCHITECT. OTHER TERMS INCLUDING

"REQUESTED," "AUTHORIZED," "SELECTED," "REQUIRED," AND "PERMITTED" HAVE THE

SAME MEANING AS "DIRECTED."

4. "INDICATED": REQUIREMENTS EXPRESSED BY GRAPHIC REPRESENTATIONS OR IN

WRITTEN FORM ON DRAWINGS, IN SPECIFICATIONS, AND IN OTHER CONTRACT

DOCUMENTS. OTHER TERMS INCLUDING "SHOWN," "NOTED," "SCHEDULED," AND

"SPECIFIED" HAVE THE SAME MEANING AS "INDICATED."

5. "REGULATIONS": LAWS, ORDINANCES, STATUTES, AND LAWFUL ORDERS ISSUED BY

AUTHORITIES HAVING JURISDICTION, AND RULES, CONVENTIONS, AND AGREEMENTS

WITHIN THE CONSTRUCTION INDUSTRY THAT CONTROL PERFORMANCE OF THE WORK.

6. "FURNISH": SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING,

UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

7. "INSTALL": UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE,

ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR

OPERATIONS AT PROJECT SITE.

8. "PROVIDE": FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

9. "PROJECT SITE": SPACE AVAILABLE FOR PERFORMING CONSTRUCTION ACTIVITIES. THE

EXTENT OF PROJECT SITE IS SHOWN ON DRAWINGS AND MAY OR MAY NOT BE

IDENTICAL WITH THE DESCRIPTION OF THE LAND ON WHICH PROJECT IS TO BE BUILT.

ABBREVIATIONS

VICINITY MAP

NORTH

SITE

SPECIAL INSPECTIONS

DEFERRED SUBMITTALS

GENERAL

G001 Cover Sheet

G002 General Information

ARCHITECTURAL

A011 Demolition Site Plan

A012 New Site Plan - Overall

A506A Details

& AND

@ AT

Ø DIAMETER

(E), EXIST. EXISTING

(N) NEW

d PENNY

# POUND OR NUMBER

A

AC ACOUSTIC

ADD ADDENDUM

A/C AIR CONDITIONING

ALT. ALTERNATE

AL ALUMINUM

A.B. ANCHOR BOLT

ARCH ARCHITECT(URAL)

ASP. ASPHALT

B

BSMT. BASEMENT

B.M. BENCHMARK

BLKG. BLOCKING

BD. BOARD

B.O. BOTTOM OF

BLDG. BUILDING

C

CAB'T CABINET

C.I.P. CAST IN PLACE

C.B. CATCH BASIN

CLG. CEILING

CL CENTER LINE

C.T. CERAMIC TILE

CH CHANNEL

C.O. CLEAN OUT

CLR. CLEAR

CL. CLOSET

COL. COLUMN

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

COND. CONDITION

CONN. CONNECTION

CONST. CONSTRUCTION

CONT CONTINUOUS

CJ CONTROL JOINT

D

D.P. DAMP PROOFING

D.B. DECK BEARING

DIAG. DIAGONAL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

INTERIM LIFE SAFETY MEASURES

1 ENSURING EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. PERSONNEL SHALL

RECEIVE TRAINING IF ALTERNATIVE EXITS MUST BE DESIGNATED. BUILDINGS OR AREAS

UNDER CONSTRUCTION MUST MAINTAIN ESCAPE FACILITIES FOR CONSTRUCTION

WORKERS AT ALL TIMES. MEANS OF EGRESS IN CONSTRUCTION AREAS MUST BE

INSPECTED DAILY.

2 ENSURING FREE AND UNOBSTRUCTED ACCESS TO EMERGENCY DEPARTMENTS/

SERVICES AND FOR EMERGENCY FORCES.

3 ENSURE FIRE ALARM, DETECTION, AND SUPPRESSION SYSTEMS ARE NOT IMPAIRED. A

TEMPORARY, BUT EQUIVALENT, SYSTEM SHALL BE PROVIDED WHEN ANY FIRE SYSTEM IS

IMPAIRED. TEMPORARY SYSTEMS MUST BE INSPECTED AND TESTED MONTHLY.

4 ENSURING TEMPORARY CONSTRUCTION PARTITIONS ARE SMOKE TIGHT AND BUILT OF

NONCOM OR LIMITED COMBUSTIBLE MATERIALS THAT WILL NOT CONTRIBUTE TO THE

DEVELOPMENT OR SPREAD OF FIRE.

5 PROVIDING ADDITIONAL FIRE-FIGHTING EQUIPMENT AND USE TRAINING OF

PERSONNEL.

6 PROHIBITING SMOKING IN ACCORDANCE WITH MA.1.3.15 AND IN OR ADJACENT TO

ALL CONSTRUCTION AREAS.

7 DEVELOPING AND ENFORCING STORAGE, HOUSEKEEPING, AND DEBRIS REMOVAL

PRACTICES THAT REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD OF THE

BUILDING TO THE LOWEST LEVEL NECESSARY FOR DAILY OPERATIONS.

8 CONDUCTING A MINIMUM OF TWO FIRE DRILLS PER SHIFT PER QUARTER.

9 INCREASING HAZARD SURVEILLANCE OF BUILDINGS, GROUNDS, AND EQUIPMENT

WITH SPECIAL ATTENTION TO EXCAVATIONS, CONSTRUCTION AREAS CONSTRUCTION

STORAGE, AND FIELD OFFICES.

10 TRAINING PERSONNEL WHEN STRUCTURAL OR COMPARTMENT FEATURES OF FIRE

SAFETY ARE COMPROMISED.

11 CONDUCTING ORGANIZATION WIDE SAFETY EDUCATION PROGRAMS TO ENSURE

AWARENESS OF ANY LSC DEFICIENCIES, CONSTRUCTION HAZARDS, AND THESE ILSM.

PROJECT DESCRIPTION

DWL. DOWEL

DN. DOWN

D.S. DOWN SPOUT

D.W.V. DRAINAGE WASTE VENT

DWG. DRAWING

E

EA. EACH

E.W.C. ELEC. WATER COOLER

EL./ELEC. ELECTRIC

ELEV. ELEVATION

EQ. EQUAL

EQUIP. EQUIPMENT

EXH. EXHAUST

EXIST. EXISTING

E.J. EXPANSION JOINT

EXT. EXTERIOR

F

FT. FEET

FV/F.V. FIELD VERIFY

FIN. FINISH(ED)

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FIXT. FIXTURE

FL. FLASHING

G

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

G.S.N. GENERAL STRUCTURAL NOTES

GL. GLASS

GD. GRADE

GRL. GRILLE

GRD. GROUND

GYP. GYPSUM

H

HDW. HARDWARE

HDWD. HARDWOOD

HTR. HEATER

HT. HEIGHT

H.P. HIGH POINT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

H.B. HOSE BIB

H.W. HOT WATER

HR. HOUR

I

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

INV. INVERT

J

JAN. JANITOR

JT. JOINT

JST. JOIST

L

LAM. LAMINATED

LDG. LANDING

LAV. LAVATORY

LT. LIGHT

L.W.C. LIGHT WEIGHT CONCRETE

LVR. LOUVER

M

M.B. MACHINE BOLT

MFR. MANUFACTURER

M.O. MASONRY OPENING

MAT'L MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MLDG. MOLDING

MULL. MULLION

N

N.G. NATURAL GRADE

NOM. NOMINAL

N/A NOT APPLICABLE

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.R.D. OVERFLOW ROOF DRAIN

O.F.S. OVERFLOW SCUPPER

O.F.C.I. OWNER FURNISHED, CONTRACTOR

INSTALLED

O.F.O.I. OWNER FURNISHED, OWNER INSTALLED

P

PT. PAINT

PTD. PAINTED

PR. PAIR

PNL. PANEL

d PENNY

P.L. PLASTIC LAMINATE

PL. PLATE

PLBG. PLUMBING

P.S.I. POUND PER SQUARE INCH

P.S.F. POUNDS PER SQUARE FOOT

R

RAD. RADIUS

REC. RECOMMENDATION

REG. REGISTER

REQ'D REQUIRED

R.A. RETURN AIR

REV. REVISION

R.D. ROOF DRAIN

RFG. ROOFING

RM. ROOM

RGH. ROUGH

RND. ROUND

S

SCR. SCREW

SECT. SECTION

SEL. SELECT

SHT. SHEET

SIM. SIMILAR

SLDG. SLIDING

SM. SMOOTH

SPEC. SPECIFICATION

SPL. SPLASH

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STRUC. STRUCTURE

S.A. SUPPLY AIR

SUSP. SUSPENDED

SW.BD. SWITCHBOARD

T

TELCO TELEPHONE COMPANY

T.G. TEMPERED GLASS

T&G TONGUE & GROOVE

T&B TOP & BOTTOM

T.O. TOP OF

T.O.C. TOP OF CURB

T.O.D. TOP OF DECK

T.O.P. TOP OF PARAPET

TYP. TYPICAL

U

U.N.O. UNLESS NOTED OTHERWISE

V

V. VENT

V.T.R. VENT THROUGH ROOF

VERT. VERTICAL

V.G. VERTICAL GRAIN

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION TILE

V.C.P. VITREOUS CLAY PIPE

W

W.C. WATER CLOSET

W.H. WATER HEATER

W.R. WATER RESISTANT

W.P. WATERPROOF

W.W.F. WELDED WIRE FABRIC

W.F. WIDE FLANGE

WDW. WINDOW

W/ WITH

W/O WITHOUT

WD. WOOD

CODE COMPLIANCE

A. STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS (IF PRESENT) ARE

SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY

OF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS

BEFORE THE INSTALLATION OF MECHANICAL OR ELECTRICAL CONSTRUCTION. ANY

DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEERS'

DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION.

ANY CONSTRUCTION INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS

SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS/HER OWN EXPENSE

AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.

B. ALL WORK SHALL COMPLY WITH THE CURRENT ADA ACCESSIBILITY GUIDELINES

(AMERICANS WITH DISABILITIES ACT).

C. REFER TO THE CODE COMPLIANCE PLAN FOR APPLICABLE CODES GOVERNING THIS

WORK. CODE REQUIREMENTS AND REGULATIONS SHALL BE CONSIDERED AS

MINIMUM. WHERE THE CONTRACT DOCUMENTS EXCEED (WITHOUT VIOLATING)

CODE AND REGULATION REQUIREMENTS, CONTRACT DOCUMENTS SHALL TAKE

PRECEDENCE. IF CONFLICT EXIST, THE MORE STRINGENT SHALL APPLY. COMPLY WITH

REQUIREMENTS OF THE ADOPTED EDITIONS OF THE INTERNATIONAL CODE COUNCIL

CODES, THE CODES AND STANDARDS REFERENCED WITHIN THE ICC CODES AND THE

AMERICANS WITH DISABILITIES ACT.

D. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND PROTECTIVE

DEVICES SEPARATING CONSTRUCTION AREAS. TEMPORARY PASSAGES SHALL BE

PROVIDED AS REQUIRED. PRIOR TO DELIVERY OF MATERIALS TO CONSTRUCTION

ZONE AND REMOVAL OF WASTE FROM SITE, THE CONTRACTOR SHALL CHECK WITH

THE OWNER FOR AN ACCEPTABLE ROUTE AND TIME.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF

OPENINGS FOR ALL TRADES AND SHALL COORDINATE ALL CONSTRUCTION AS

INDICATED BY THE CONTRACT DOCUMENTS, INCLUDING SHOP DRAWINGS

REVIEWED BY THE ARCHITECT.

F. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.

G. FOR ALL REMODEL WORK AS OCCURS, THE CONTRACTOR SHALL COORDINATE WITH

THE OWNER ALL MEASURES TO ACCOMPLISH THE WORK WITH THE MINIMUM OF

INTERRUPTION TO NORMAL BUILDING PROCEDURES. SYSTEM SHUTDOWNS OF HVAC,

PLUMBING, ELECTRICAL, AND NOISY CONSTRUCTION INCLUDING ROTO HAMMER,

SAW CUTTING, CONCRETE ANCHORS, ETC. SHALL BE COORDINATED WITH THE

OWNER AT LEAST 72 HOURS PRIOR TO COMMENCEMENT.

H. ALL DIMENSIONS ARE SHOWN TO FACE OF GYPSUM BOARD OF NEW

CONSTRUCTION OR STRUCTURAL WALL, UNLESS NOTED OTHERWISE.

I. ALL DRAWINGS, THOUGH NOTED TO SCALE ARE FOR ILLUSTRATION ONLY. THE

CONTRACTOR SHALL NOT SCALE DRAWINGS.

J. WHEN A DETAIL IS IDENTIFIED AS TYPICAL, THE CONTRACTOR IS TO APPLY THIS DETAIL

IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT

THE REFERENCE IS REPEATED IN EVERY INSTANCE.

K. DRAWINGS HAVE BEEN DETAILED IN COMPLIANCE WITH U.L. LISTING REQUIREMENTS

AND ICBO REPORTS FOR THE MATERIALS SPECIFIED. IF AN ALTERNATE OR SUBSTITUTED

MATERIAL IS ACCEPTED AS AN EQUAL BY THE GENERAL CONTRACTOR, HE/SHE WILL

ASSUME THE RESPONSIBILITY FOR WHATEVER CONSTRUCTION MODIFICATION

AND/OR ADDITIONAL COSTS ARE REQUIRED.

L. ALL TRASH SHALL BE REMOVED DAILY. BUILDING MATERIALS MAY NOT BE STORED IN

THE CORRIDORS AT ANY TIME. BLOCKAGE OF ANY REQUIRED EXIT IS PROHIBITED.

M. ALL PENETRATIONS INTO SOUND OR FIRE RATED PARTITIONS, FLOORS OR CEILING

ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. REFER

TO IBC CURRENT VERSION FOR REQUIREMENTS FOR OPENINGS IN FIRE RATED WALLS.

FOR OPENINGS LESS THAN 16 SQUARE INCHES, THE SPACE BETWEEN THE WALL AND

ALLOWED PENETRATIONS MUST BE SEALED TO PREVENT THE MOVEMENT OF HOT

FLAME OR GASES. ELECTRICAL DEVICES, RECESSED CABINETS, ETC. SHALL BE SEALED,

LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE INTEGRITY OF THE

ASSEMBLY. SEE PENETRATION DETAILS.

N. ABBREVIATIONS THROUGHOUT THE PLAN ARE THOSE IN COMMON USE. THE

ARCHITECT SHALL DEFINE THE INTENT OF ANY IN QUESTION.

O. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF WATER AND DRAIN

INSTALLATIONS AND OTHER REQUIRED SERVICES WITH EQUIPMENT MANUFACTURERS.

P. MAINTAIN ALL EXISTING SPRAY-APPLIED FIRE PROOFING ON STEEL STRUCTURAL

MEMBERS. WHERE EXISTING FIRE PROOFING IS REMOVED FOR INSTALLATION OF NEW

BEAMS, UNISTRUTS, ETC. THE CONTRACTOR SHALL PATCH AGAIN WITH EQUIVALENT

FIRE PROOFING MATERIAL TO MATCH ADJACENT EXISTING MATERIAL.

Q. ALL WOOD CANTS, NAILERS, CURBS, ETC. THROUGHOUT JOB SHALL BE FIRE

RETARDANT PRESSURE-TREATED, AS PER I.B.C. CURRENT VERSION. SEE RELEVANT

DETAILS.

R. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR A COMPLETE LIST OF

GENERAL CONDITIONS, SPECIAL CONDITIONS AND OTHER NOTES.

GENERAL NOTES

02.02 02.01

02.01

02.01

02.02

02.02

02.01

02.02

02.01

02.35

02.35

02.35

02.35

02.04

02.03

02.03

02.05

02.05

02.05

02.29

02.29

02.29

01.58

01.59

01.58

01.59

A. CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND BUILDING CONDITIONS

INCLUDING UNDERGROUND UTILITIES OR SERVICE LINES, IRRIGATION LINES

AND SUB SURFACE STRUCTURES AND ALL OTHER EXISTING CONSTRUCTION

BOTH ABOVE AND BELOW GRADE.

B. PRIOR TO REMOVAL OF EXISTING BUILDING MATERIALS INDICATED IN THE

DEMOLITION PLANS, CONTRACTOR SHALL THOROUGHLY COORDINATE

ARCHITECTURAL PLANS, ANY CONSULTANT DRAWINGS, AND PROJECT

MANUAL TO DETERMINE EXACT EXTENT OF REMOVAL.

C. COORDINATE WITH OWNER'S REPRESENTATIVE REGARDING ITEMS SHOWN TO

BE REMOVED THAT WILL BECOME PROPERTY OF THE OWNER. CAREFULLY

REMOVE SUCH ITEMS SO AS NOT TO DAMAGE THEM.

D. ALL EXISTING SITE CONDITIONS DAMAGED BY CONSTRUCTION ACTIVITIES

SHALL BE REPAIRED TO EXISTING CONDITIONS AT CONTRACTOR'S EXPENSE.

E. THE SCHOOL DIRECTLY ADJACENT TO THE CONSTRUCTION AREA WILL

CONTINUE TO BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR AND

SUB-CONTRACTORS SHALL TAKE ALL NECESSARY MEASURES TO MINIMIZE

DISRUPTIONS TO THE SCHOOL. THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE OF NOISY ACTIVITIES, SHUT-DOWNS, AND ANY OTHER

ACTIVITIES WHICH MAY DISRUPT NORMAL OPERATIONS PRIOR TO

PERFORMING THE WORK.

H. ONCE SITE DEMOLITION HAS OCCURRED, PREPARE SITE TO RECEIVE NEW

TRACK REPLACEMENT. THIS SHALL BE COORDINATED WITH THE

MANUFACTURER REQUIREMENTS FOR TRACK PRODUCTS.

I. ITEMS SHOWN ON THESE FLOOR PLANS FOR REMOVAL ARE BUILT-IN ITEMS.

EQUIPMENT, FURNITURE, & OTHER ITEMS EXISTING IN THE SPACE THAT ARE NOT

BUILT-IN SHALL BE REMOVED OR CLEARED TEMPORARILY BY THE OWNER.

J. CONTRACTOR SHALL VERIFY CONDITIONS OF THE EXISTING ASPHALT

SUBSTRATE WITH OWNER AND ARCHITECT. OWNER WILL DETERMINE AMOUNT

OF ASPHALT REPAIR, IF ANY, AS REQUIRED.

K. TRACK CONTRACTOR TO CLEAN EXISTING ASPHALT AND CONCRETE SUBSTRATE

AND PREPARE SUBSTRATES TO ENSURE NEW TRACK SURFACE PROPERLY BONDS

TO EXITING SUBSTRATES.

L. SUBMIT TRACK LAYOUT AND MARKING PLAN FOR REVIEW AND APPROVAL

PRIOR TO PAINTING NEW TRACK SURFACE

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

/8

/2

:5

:4

A

M

A011

Demolition Site Plan

J o rd a n S c h o o l D is tr ic t

B in g h a m

H ig h S c h o o l

S o u th

J o rd a n P k w y

S o u th

J o rd a n

U T

25713.00

Bid Documents January 8, 2026

Tr a c k R e p la c e m e n t

KEYED NOTES

01.58 ADD ALTERNATE #2 TRACK SUBSURFACE REMEDIATION: AS INDICATED IN

PROJECT DOCUMENTS. REMOVAL OF EXISTING ASPHALT TRACK; REVIEW

ADEQUACY OF SUBSURFACE SOIL; PROVIDE NEW ASPHALT TRACK, 4 INCHES

DEEP.

01.59 ADD ALTERNATE #3 COLORIZED EXCHANGE ZONES: PROVIDE COLORIZED

EXCHANGE ZONES IN BLUE IN THE SAME SYNTHETIC TRACK SURFACE SYSTEM

WITH ALL ACCESSORIES ASSOCIATED TYPICALLY WITH TRACK REPLACEMENTS.

02.01 EXISTING SYNTHETIC TRACK SURFACE. EXISTING INDICATED TO BE REMOVED.

PROTECT ASPHALT OR CONCRETE BASE.

02.02 CHAINLINK FENCE. REMOVE AND REPLACE AS REQUIRED.

02.03 BLEACHERS. EXISTING TO REMAIN. PROTECT FROM DAMAGE DURING

CONSTRUCTION.

02.04 SCOREBOARD. EXISTING TO REMAIN. PROTECT FROM DAMAGE DURING

CONSTRUCTION.

02.05 TURF. EXISTING TO REMAIN. PROTECT FROM DAMAGE DURING

CONSTRUCTION.

02.29 MOW STRIP, EXISTING TO REMAIN

02.35 CONCRETE SIDEWALK. EXISTING TO REMAIN.

SCALE: 1" = 20'-0"1

Site Plan - Overall

NORTH

32.01

32.01

32.01

32.01

32.02

TYP.

32.03

TYP.

32.03

TYP.

32.03

32.01

A506A

A506A

A506A

A506A

A506A

A506A

A506A

A506A

A506A

R 50' - 8"

A506A

A506A

32.03

(G .C

. TO

FIE

LD

V

E R

IFIY

R

' - 9

" TO

IN

S

ID

E E

D G

E O

F C U

R B

(G .C

. TO

F

IE

LD

V E R

IFIY

R

' - 1

" TO

IN

S

ID

E E

D G

E O

F C

U R

B

(G .C

. TO

FIELD

V

ER

IFIY

R

' - 8

7/8" TO

M

E A

SU

R

E LIN

E O F 40

M

(G .C

. TO

FIE

LD

V

E R

IFIY

R

' - 9

" TO

IN

S

ID

E E

D G

E O

F C

U R

B

(G .C

. TO

F

IE

LD

V E R

IFIY

R

' - 1

" TO

IN

S

ID

E E

D G

E O

F C

U R

B

(G .C

. TO

FIELD

V

ER

IFIY)

R

120' - 9" TO

M

EA

SU

R

E LIN

E O F 400M

(G.C. TO FIELD VERIFIY)

276' - 10"

01.56

01.56 01.57

01.60

01.57

01.60 01.58

01.58

01.5901.59 01.5901.59

01.5901.59 01.5901.59

A. CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND BUILDING CONDITIONS

INCLUDING UNDERGROUND UTILITIES OR SERVICE LINES, IRRIGATION LINES

AND SUB SURFACE STRUCTURES AND ALL OTHER EXISTING CONSTRUCTION

BOTH ABOVE AND BELOW GRADE.

B. PRIOR TO REMOVAL OF EXISTING BUILDING MATERIALS INDICATED IN THE

DEMOLITION PLANS, CONTRACTOR SHALL THOROUGHLY COORDINATE

ARCHITECTURAL PLANS, ANY CONSULTANT DRAWINGS, AND PROJECT

MANUAL TO DETERMINE EXACT EXTENT OF REMOVAL.

C. COORDINATE WITH OWNER'S REPRESENTATIVE REGARDING ITEMS SHOWN TO

BE REMOVED THAT WILL BECOME PROPERTY OF THE OWNER. CAREFULLY

REMOVE SUCH ITEMS SO AS NOT TO DAMAGE THEM.

D. ALL EXISTING SITE CONDITIONS DAMAGED BY CONSTRUCTION ACTIVITIES

SHALL BE REPAIRED TO EXISTING CONDITIONS AT CONTRACTOR'S EXPENSE.

E. THE SCHOOL DIRECTLY ADJACENT TO THE CONSTRUCTION AREA WILL

CONTINUE TO BE OCCUPIED DURING CONSTRUCTION. THE CONTRACTOR AND

SUB-CONTRACTORS SHALL TAKE ALL NECESSARY MEASURES TO MINIMIZE

DISRUPTIONS TO THE SCHOOL. THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE OF NOISY ACTIVITIES, SHUT-DOWNS, AND ANY OTHER

ACTIVITIES WHICH MAY DISRUPT NORMAL OPERATIONS PRIOR TO

PERFORMING THE WORK.

H. ONCE SITE DEMOLITION HAS OCCURRED, PREPARE SITE TO RECEIVE NEW

TRACK REPLACEMENT. THIS SHALL BE COORDINATED WITH THE

MANUFACTURER REQUIREMENTS FOR TRACK PRODUCTS.

I. ITEMS SHOWN ON THESE FLOOR PLANS FOR REMOVAL ARE BUILT-IN ITEMS.

EQUIPMENT, FURNITURE, & OTHER ITEMS EXISTING IN THE SPACE THAT ARE NOT

BUILT-IN SHALL BE REMOVED OR CLEARED TEMPORARILY BY THE OWNER.

J. CONTRACTOR SHALL VERIFY CONDITIONS OF THE EXISTING ASPHALT

SUBSTRATE WITH OWNER AND ARCHITECT. OWNER WILL DETERMINE AMOUNT

OF ASPHALT REPAIR, IF ANY, AS REQUIRED.

K. TRACK CONTRACTOR TO CLEAN EXISTING ASPHALT AND CONCRETE SUBSTRATE

AND PREPARE SUBSTRATES TO ENSURE NEW TRACK SURFACE PROPERLY BONDS

TO EXITING SUBSTRATES.

L. SUBMIT TRACK LAYOUT AND MARKING PLAN FOR REVIEW AND APPROVAL

PRIOR TO PAINTING NEW TRACK SURFACE

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

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New Site Plan

- Overall

J o rd a n S c h o o l D is tr ic t

B in g h a m

H ig h S c h o o l

S o u th

J o rd a n P k w y

S o u th

J o rd a n

U T

25713.00

Bid Documents January 8, 2026

Tr a c k R e p la c e m e n t

NORTH

SCALE: 1" = 20'-0"1

Site Plan - Overall

KEYED NOTES

01.56 UPON COMPLETION, CLEAN TRACK DRAINS OF ANY OBSTRUCTIONS OR

CONSTRUCTION DEBRIS.

01.57 ADD ALTERNATE #1 PROVIDE POURED SYNTHETIC TRACK SURFACE: PROVIDE

POURED SYNTHETIC TRACK SURFACE SYSTEM WITH ALL ACCESSORIES

ASSOCIATED TYPICALLY WITH TRACK REPLACEMENTS AS INDICATED IN

PROJECT DOCUMENTS.

01.58 ADD ALTERNATE #2 TRACK SUBSURFACE REMEDIATION: AS INDICATED IN

PROJECT DOCUMENTS. REMOVAL OF EXISTING ASPHALT TRACK; REVIEW

ADEQUACY OF SUBSURFACE SOIL; PROVIDE NEW ASPHALT TRACK, 4 INCHES

DEEP.

01.59 ADD ALTERNATE #3 COLORIZED EXCHANGE ZONES: PROVIDE COLORIZED

EXCHANGE ZONES IN BLUE IN THE SAME SYNTHETIC TRACK SURFACE SYSTEM

WITH ALL ACCESSORIES ASSOCIATED TYPICALLY WITH TRACK REPLACEMENTS.

01.60 UNIT PRICE #1 REMEDIATE INADEQUATE SUBSURFACE SOIL: PROVIDE PRICING

(BASED ON CUBIC FEET COST) TO REMOVE AND REPLACE SOFT OR UNSTABLE

SOIL MATERIALS; REPLACE WITH 8 INCHES MINIMUM THICKNESS LAYER OF

COMPACTED ROAD BASE OVER 24” OF 3” MINUS STRUCTURAL FILL PLACED

OVER GEOGRID. SCOPE OF WORK REQUIRED TO BE REVIEWED AND

APPROVED BY OWNER.

32.01 NEW SYNTHETIC TRACK SURFACE.

32.02 INSTALL TRACK SURFACE IN THE SAND TRAP LID PANS. ENSURE OPERATION OF

LID PAN PULLS.

32.03 2" PAINTED LINE

KEYED NOTES

1. EXISTING TURF

2. EXISTING COMPACTED SUBGRADE

3. EXISTING COMPACTED BASE COURSE

4. EXISTING ASPHALT PAVING

5. SYNTHETIC TRACK SURFACE. EXTEND OVER SURB TO

DRAIN.

6. 24" CONCRETE CURB WITH TRENCH DRAIN.

1 6 5

VARIES

1 12

KEYED NOTES

1. EXISTING TURF AND BASE.

2. SYNTHETIC SURFACE. MATCH TRACK.

3. 4" CONCRETE PAVING.

4. 4" THICK COMPACTED BASE.

NOTE:

TRACK EVENTS TO MEET UHSAA & NATIONAL STANDARDS

KEYED NOTES

2" MIN.

1' - 0"

/2

1. FINISH GRADE

2. SYNTHETIC SURFACE. MATCH TRACK.

3. EXISTING ASPHALT PAVING

4. EXISTING CONCRETE MOW STRIP.

5. CONTINUOUS #3 REBAR

6. SOIL

NOTE:

PRODIVE 1/4" RADIOUS FINISH AT ALL EDGES, TYPICAL.

KEYED NOTES

1. EXISTING EXTERIOR PERIMETER CURB.

2. SYNTHETIC TRACK SURFACE.

3. FILL MINOR JOINT BETWEEN CURB

AND ASPHALT WITH LIQUID

POLYURETHANE IF REQUIRED. TYPICAL.

4. EXISTING ASPHALT PAVING.

5. EXISTING COMPACTED BASE.

2"

2"

3' - 6" 2" 2" 3' - 6"

2"

2"

NOTE:

CENTER OF LANE TO

ALIGN WITH CENTER OF

TRACK EVENT

KEYED NOTES

1. 2" PAINTED LINE

2. SYNTHETIC TRACK SURFACE

A506A

4" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 1' - 10"

1' - 0"

2"

4" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 3' - 6" 1' - 10"

1' - 0"

2"

8" TYP.

2" 2" 2" 2" 2" 2" 2"

LANE 1 LANE 2 LANE 3 LANE 4 LANE 5 LANE 6 LANE 7 LANE 8

KEYED NOTES

1. EXISTING CONCRETE CURB WITH TRENCH

DRAIN.

2. NEW SYNTHETIC SURFACE.

3. MEASURE LINE OF 400 METERS 36.8 M

RADIUS AT CURVES AND 36.8 M TO

CENTERLINE BETWEEN STRAIGHTS.

4. SAFETY LANE.

5. EXISTING FENCE AND CURB.

6. EXISTING ASHALT PAVING.

7. MEASURE LINE OF ALL OTHER LANES TYP.

8. EXISTING COMPACTED BASE.

9. 2" PAINTED LINE.

4 59

SELVAM

RAJAVELU

267857-0301

NJRA Architects, Inc.

NJRA Project #

5223 S. Ascension Way, Suite 350 Murray, Utah 84123

801.364.9259 www.njraarchitects.com

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M

A506A

Details

J o rd a n S c h o o l D is tr ic t

B in g h a m

H ig h S c h o o l

S o u th

J o rd a n P k w y

S o u th

J o rd a n

U T

25713.00

Bid Documents January 8, 2026

Tr a c k R e p la c e m e n t

SCALE: 1 1/2" = 1'-0"2

Inside Track Trench Drain

SCALE: 1" = 1'-0"6

Long Jump Paved Approach

SCALE: 1 1/2" = 1'-0"4

Curb @ High Jump

SCALE: 1 1/2" = 1'-0"3

Exterior Perimeter Curb

SCALE: 1/4" = 1'-0"5

Runway Layout

SCALE: 3/8" = 1'-0"1

Track Dimensions