4-TB2643-BB-1 - Attach B - Bryant Basketball Courts - Bid Set Drawings.pdf

PDF 7 MB Posted Apr 15, 2026

Attached to: IFB - Bryant Middle School Exterior Basketball Courts - Rebid
Solicitation number: TB2643-BB-1 Rebid
Issued by: Salt Lake County, Salt Lake City, Utah

About this file

Written by GovTribe AI · Apr 16, 2026

Bid Set Drawings Summary

This document is a comprehensive set of construction drawings prepared by MHTN Architects, Inc. for the Salt Lake City School District's exterior basketball courts project at Bryant Middle School, located at 40 S 800 E, Salt Lake City, Utah 84102. The project involves the installation of four full-size basketball courts with associated concrete paving, sidewalks, fencing, and site improvements in the northwest corner of the school's play field. The drawings include a cover sheet, general notes and details, existing survey and topography, site plan, grading plan, overall site plan, basketball court layout specifications, site details, irrigation plans, and landscape plans. The project dimensions specify court sizes of 90 feet by 70 feet for the basketball playing surfaces, with concrete paving measuring approximately 90 feet by 70 feet for the overall court area. The drawings indicate a mandatory pre-bid site visit scheduled for Monday, April 20, 2026 at 11:00 A.M., with a bid due date to be established through the procurement process. Construction documents are dated April 7, 2026, and the project requires compliance with applicable Utah codes and City of Salt Lake standards.

The specifications detail concrete pavement sections with 5-inch minimum thickness for court surfaces and 6-inch minimum thickness for driveways, supported by 6-inch untreated base course. The project includes installation of basketball hoops with 10-foot height requirements, 6-foot tall chain-link fencing, concrete sidewalks with 4-inch thickness, and site lighting. Contractors must locate and protect existing utilities, coordinate with Blue Stakes 48 hours before construction, and maintain drainage systems. The project requires a 100 percent performance and payment bond, with liquidated damages set at $1,000 per calendar day past the completion date. Contractors must possess either a B100 or S330 active contractor's license. The drawings note that at the owner's direction, no geotechnical engineering services were retained, and pavement section recommendations are based solely on owner guidance without subsurface investigation, with Meridian Engineering assuming no responsibility for future pavement performance issues.

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Other files

File	Type	Posted
8-TB2643-BB-1 - Attach C - Bryant Basketball Courts - Project Manual.pdf	PDF	Apr 15, 2026
6-TB2643-BB-1 - Attach D - Price Schedule.xlsx	XLSX spreadsheet	Apr 15, 2026
1-Solicitation General Provisions.docx	DOCX document	Apr 15, 2026
3-TB2643-BB-1 - Attach E - Sample Contract.pdf	PDF	Apr 15, 2026
7-TB2643-BB-1 - Attach A - SLCSD Standard Terms and Conditions for Goods and Services.docx	DOCX document	Apr 15, 2026
5-TB2643-BB-1 - Project Timeline.docx	DOCX document	Apr 15, 2026
2-TB2643-BB - Attach A - SLCSD Standard Terms and Conditions for Goods and Services.docx	DOCX document	Apr 15, 2026

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COVER SHEET

G001

DESCRIPTIONDATENO.

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Confidentiality Notice:

This document is intended for use on the Project identified herein by individuals and companies involved in the design, permitting, bidding and construction of the Project. MHTN Architects, Inc. grants limited rights to distribute and reproduce this document for this express purpose only. Distribution, printing or copying this document for purposes other than those indicated is strictly prohibited. If a digital copy of this document is received in error, please delete it.

Original drawing is 30 x 42. Do not scale contents of this drawing.

07 APRIL 2026

CONSTRUCTION DOCUMENTS

2025509

N T

S C

H O

O L

O U

E Sa lt La ke C ity , U

T, SA

E C

O O

L D

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

SALT LAKE CITY SCHOOL DISTRICT

40 S 800 E

INDEX TO DRAWINGS - CONSTRUCTION DOCUMENTS

COVER SHEETG001

GENERAL

ARCHITECTURAL SITE

CIVIL

1628 WEST 11010 SOUTH, SUITE 102

MERIDIAN ENGINEERING, INC.

PHONE: (801) 569-1315

SOUTH JORDAN, UTAH 84095

CONSULTANTS

APPROVALS

Overall

OPP

PairPR

PERP

PLAM

OH DR

Floor FeetFT

FLR

EIFS

Finish Floor Drain

Finish Floor

FIN

FIN FLR

Fire Extinguisher

& Finish System Exterior Insulation, PL

PREFAB

REFR

PLBG

SimilarSIM

SCHED

REQD

REINF

Foundation Gage Galvanize

Footing

FDTN

GALV

FTG

Handicap Hardware

GYP BD

HDW

GLU-LAM

Glue Laminated Gypsum Board

Galvanized Iron

FrameFR PL GL

ALT

APPROX

AFF

AC Air Conditioning

Alternate Approximate

BRG

BLKG

ARCH

Bearing Blocking

Architect Board

CLG

BOT

Ceiling

Cleanout CenterLine

Bottom

CONTR

CONF

CONSTR

CONT

Contractor

Conference Construction Continue

CONC Concrete

BLDG Building

Above Finish Floor

ABBREVIATIONS

SquareSQ

STD

STRUCT

SPEC

Top Of

Thick

T&G

TOB

THK

SUSP CLG

Hollow Metal Horizontal

HORIZ

HVAC

Janitor Isometric Interior

JAN

KOP

INT

ISO

Knockout Panel

Inside Diameter

& Air Conditioning Heating Ventilation

TypicalTYP

UNO

XFMR

TOW

Vertical

VTR

VEST

VERT

Lavatory

Manhole Maintenance

Laboratory

LAV

MAINT

LAB

Maximum Mechanical

MFR

MAX

MECH

MO Masonry Opening Manufacturer

Knock DownKD TOS

CSK

COORD

CORR

Countersunk Corridor

Control Joint Coordinate

DEM0

CIP

CMU

Cast in Place

Unit Demolition

CommunicationCOMM

DIM

DIA

Down Downspout

Dimension Diameter

DWG

ELEC

ELEV

Drawing Electric Elevation Elevator

DIAG Diagonal

Concrete Masonry

WithW/

WWF Nominal

Minimum

NIC

MIN

MISC

NOM

Not to ScaleNTS NumberNO Not In Contract

Miscellaneous

EQUIP

EXIST

EXP

Expansion Joint

Existing Equipment

Expansion

EWC

EXT Exterior

Electric Water Cooler

EQ Equal VCT MezzanineMEZZ Vinyl Composition Tile

Water Heater Water Closet

Welded Wire Fabric

Otherwise Vent Through Roof

Vestibule

Unless Noted

Transformer

Structural

Top of Slab Top of Beam

Top of PARTITION

Suspended Ceiling

Tongue and Groove

Specification

Standard

Roof Drain Schedule

Required

Perpendicular

Prefabricate Property Line Refrigeration Reinforce

Plate Glass Plastic Laminate

Plumbing

Outside Diameter

Overhead Door

On Center Opposite

BOARDBRICK

EIFS

BATT

RIGID

STONE

CONCRETE

PRE-CAST

WOOD &

EARTH

MATERIALS

GRAVEL

CONCRETE

CMU BLOCKING

GYPSUM

INSULATION

Revision Number

DRAWING REVISION

NORTH ARROW

VERTICAL ELEVATION

SHEET WHERE DRAWN

EXTERIOR ELEVATION

SHEET WHERE DRAWN

INTERIOR ELEVATION

Sheet Number Sequencce Sheet Type Discipline

SHEET NUMBERAE302

T.O. DECK

EL. 108'-0"

TRUE

NORTH

AE303

SEE PLUMBING, MECHANICAL AND ELECTRICAL FOR DISCIPLINE SYMBOLS

KEYED NOTES1

1AE400

A1 Starts at lower left corner Number Horizontal Letters Vertical

GENERAL SYMBOLS

GRID REFERENCE MARK1

OFFICE

ROOM NAME

101A

8 PARTITION TYPE

DOOR NUMBER

ROOM NUMBER WINDOW NUMBER

LEVEL 1

EL. 100'-0" DETAIL

SPOT ELEVATION

SHEET WHERE DRAWN

BUILDING SECTION

WALL SECTION

SHEET WHERE DRAWN

AE303

AE301

AE501

GENERAL NOTES:

ALL DEMOLISHED OR REMOVED MATERIALS SHALL BE LEGALLY DISPOSED

ANY QUESTIONS OR CONDITIONS WHICH ARE ENCOUNTERED

THAT ARE NOT COVERED OR ARE IN CONFLICT WITH THE DOCUMENTS

NEED TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR

RESOLUTION PRIOR TO COMMENCEMENT OF WORK

OF BY THE CONTRACTOR U.N.O.

THE CONTRACTOR SHALL COORDINATE PHASING OF THE WORK WITH THE

OWNER AND THE ARCHITECT IN ORDER TO MEET THE OWNERS SCHEDULE

CONTRACTOR SHALL PROTECT ALL ADJACENT CONSTRUCTION

AND KEEP FREE FROM DAMAGE. ALL DAMAGE TO EXISTING AREAS WILL BE

REPAIRED BY THE CONTRACTOR AT THEIR COST.

CONTRACTOR IS TO CLEAN ALL AREAS AFFECTED BY CONSTRUCTION WORK TO

THE SATISFACTION OF THE OWNER AND ARCHITECT

ALL DAMAGED AREAS ARE TO BE REPLACED TO MATCH EXISTING FINISH & MATERIAL

NOT ALL KEYNOTES APPLY TO ALL SHEETS

IT IS THE RESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTOR OR ANY ASSIGNEES

TO ASSURE ALL WORK INCLUDING SHOP DRAWINGS, MEET THE INTENT OF ALL

APPLICABLE CODES AS NOTED ON COVER SHEET

DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED A COMPLETE SET. ALL PARTIES

ARE RESPONSIBLE TO COMPLY WITH BOTH AS ONE SET OF DOCUMENTS. IN THE CASE OF

CONFLICTING INFORMATION THE MOST RESTRICTIVE CONDITION SHALL PREVAIL - NOTIFY

ARCHITECT FOR FINAL RESOLUTION OF CONFLICTS

DO NOT SCALE DRAWINGS

APPLICABLE CODES

AS501 BASKETBALL COURT LAYOUT

AS100 OVERALL SITE PLAN

CIVIL

C100 GENERAL NOTES AND DETAILS

CG400 GRADING PLAN

BRYANT MIDDLE SCHOOL

SALT LAKE CITY, UT 84102

VICINITY MAP

CS230 SITE PLAN

EXT BASKETBALL COURTS

LANDSCAPE

280 SOUTH 400 WEST SUITE 250

MHTN ARCHITECTS, INC

PHONE: (801)595-6700

SALT LAKE CITY, UTAH 84111

LI100 IRRIGATION PLAN

LI501 IRRIGATION DETAILS

LP100 PLANTING PLAN

PROGRAM #8505, BUILDING #404

CONSTRUCTION DOCUMENTS

07 APRIL 2026

C200 EXISTING SURVEY AND TOPOGRAPHY

WORK AREA

LAY DOWN /

STAGING AREA

AS502 SITE DETAILS

SITE ACCESS PATH

GENERAL NOTES

GENERAL

1. ANY MODIFICATION TO THIS CONSTRUCTION PACKAGE SHALL BE APPROVED BY THE OWNER.

2. THE CONTRACTOR SHALL LOCATE, RETAIN AND PROTECT ALL EXISTING UTILITIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. EXISTING GAS, TELEPHONE, POWER, OR WATERLINES WHICH MUST BE RELOCATED OR LOWERED FOR NEW GRAVITY LINES WILL BE COMPLETED BY THE CONTRACTOR TO

THE UTILITY COMPANY SPECIFICATIONS.

3. TRACER TAPE SHALL BE PLACED ABOVE ALL SEWER, PVC ROOF DRAIN LINES. WATER AND SECONDARY WATER LINES PER CITY AND DISTRICT STANDARD

SPECIFICATIONS. TRACER WIRE SHALL BE INSTALLED OVER THE WATER LINES.

4. ALL EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. AS INDICATED ON THE C200 SHEET. CONTRACTOR SHALL NOTIFY BLUE STAKES 48 HOURS IN ADVANCE OF ANY CONSTRUCTION. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL NOTIFY ENGINEER OF ALL UTILITY CONFLICTS UPON DISCOVERY.

5. CONTRACTOR TO KEEP A SET OF NEAT PLANS ON WHICH ALL CHANGES HAVE BEEN CLEARLY SHOWN. THIS SET OF REDLINES SHALL BE TURNED IN TO THE

ARCHITECT.

6. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS, BONDS, AND APPROVALS

HAVE BEEN OBTAINED. ALL PERMIT AND BOND FEES ARE TO BE PAID BY THE OWNER.

7. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED, AND THOROUGHLY REVIEWED, ALL PLANS AND OTHER

DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.

8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST AND EROSION CONTROL, CLEANING STREET AND OTHER SWPP REGULATIONS.

10. ALL EXISTING ASPHALT TO REMAIN SHALL BE SAW CUT IN NEAT, STRAIGHT LINES BY THE CONTRACTOR PRIOR TO EXCAVATION.

11. NO CHANGE IN DESIGN LOCATIONS OR GRADE WILL BE MADE BY THE CONTRACTOR WITHOUT THE WRITTEN APPROVAL OF THE OWNER AND ENGINEER.

12. CONTRACTOR SHALL TAKE NECESSARY MEASURES TO PROTECT ALL NEW FACILITIES DURING THE CONSTRUCTION PERIOD UNTIL THE DESIGN GRADE AND

COVER HAVE BEEN REACHED AND WORK HAS BEEN ACCEPTED BY OWNER.

13. CONTRACTOR IS TO REMAIN WITHIN THE CONTRACT LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ADJACENT SURFACE

IMPROVEMENTS DURING CONSTRUCTION.

14. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY SETTLEMENT OF, OR DAMAGE TO, EXISTING AND NEW UTILITIES AND FACILITIES. INCLUDING

WORK DONE WITHIN THE WARRANTY PERIOD.

15. ALL ONSITE PAVEMENT SECTIONS, GRADING, EXCAVATION, BACKFILLING, AND OTHER EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS PREPARED FOR THIS PROJECT. STRUCTURAL FILL, BEDDING, IMPORTED BACKFILL, GRANULAR SUBBASE, BASE COURSE AND ASPHALTIC CONCRETE MATERIALS SHALL MEET THE REQUIREMENTS OUTLINED IN THE PROJECT SPECIFICATIONS.

16. SEE SHEET C200 FOR SURVEY CONTROL. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING THAT MAY BE NEEDED TO COMPLETE THE

JOB.

17. THE USE OF MOTOR OILS AND OTHER PETROLEUM-BASED OR TOXIC LIQUIDS, FOR DUST SUPPRESSION, IS ABSOLUTELY PROHIBITED.

18. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING ALL MONUMENTS AND MONUMENT REFERENCE MARKS WITHIN THE PROJECT SITE. CONTACT THE CITY OR COUNTY SURVEYOR FOR MONUMENT LOCATIONS AND CONSTRUCTION DETAILS.

19. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFORMING TO LOCAL AND FEDERAL CODES GOVERNING SHORING AND BRACING OF EXCAVATIONS AND

TRENCHES AND FOR THE PROTECTION OF WORKERS.

20. CONTACT FOR UTILITY COORDINATION INCLUDE:

SEWER- SLC PUBLIC UTILITIES: 801-483-6900

WATER- SLC PUBLIC UTILITIES: 801-483-6900

STORM- SLC PUBLIC UTILITIES: 801-483-6900

IRRIGATION- SLC PUBLIC UTILITIES: 801-483-6900

GAS- ENBRIDGE GAS: 800-323-5517

POWER- ROCKY MOUNTAIN POWER: 888-221-7070

21. CONTRACTOR TO COORDINATE INSTALLATION OF ALL LANDSCAPE SLEEVES PRIOR TO FORMING CONCRETE SIDEWALKS, RETAINING WALLS, SEAT WALLS OR

STAIR WALLS. SEE LANDSCAPE PLANS.

22. AT THE DIRECTION OF THE OWNER, GEOTECHNICAL ENGINEERING SERVICES WERE NOT RETAINED FOR THE DEVELOPMENT OF PAVEMENT SECTION RECOMMENDATIONS FOR THIS PROJECT. AS SUCH, THE PAVEMENT SECTION SPECIFIED HEREIN HAS BEEN PROVIDED BY MERIDIAN SOLELY BASED ON GUIDANCE FROM THE OWNER AND WITHOUT THE BENEFIT OF A GEOTECHNICAL INVESTIGATION. MERIDIAN ASSUMES NO RESPONSIBILITY FOR ANY FUTURE PAVEMENT PERFORMANCE ISSUES, INCLUDING BUT NOT LIMITED TO SETTLEMENT, CRACKING, OR PREMATURE FAILURE, THAT MAY RESULT FROM

SUBSURFACE CONDITIONS OR INADEQUATE PAVEMENT DESIGN.

PROPERTY LINE

LIMITS OF PROJECT

MATCHLINE

CENTERLINE

SAW CUT LINE

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SANITARY SEWER PIPELINE

STORM DRAIN PIPELINE

LAND DRAIN

TELEPHONE

WATER PIPELINE

DYH

FIRE HYDRANT

WATER VALVE

WATER METER

POST INDICATOR VALVE

FIRE DEPARTMENT CONNECTION

WATER CAP

WATER TEE

WATER CROSS

WATER WYE

WATER REDUCER

WATER BENDS

AREA DRAIN (SIZE PER PLAN)

CATCH BASIN (SIZE PER PLAN)

PRE-TREATMENT CURB INLET BOX (PRE-TREAT CIB)

CURB INLET BOX (CIB)

STORM DRAIN FLARED END SECTION

STORM DRAIN / SANITARY SEWER CLEANOUT

4'Ø STORM DRAIN /SANITARY SEWER MANHOLE

5'Ø STORM DRAIN /SANITARY SEWER MANHOLE

ELECTRIC METER

GAS METER

LIGHT POLE

DOUBLE LIGHT POLE

CURB & GUTTER (24")

CURB WALL (6")

SPOT ELEVATION

HANDICAPPED PARKING

STOP BAR

PAVEMENT MARKING

POWER POLE

SIGN

CLEANOUT BOX

THREE CHAMBER PRE-TREATMENT BOX

33.05

TBC

> > > LD >>>LD

DECORATIVE SITE LIGHTING

SYMBOL

LEGEND

LINE LEGEND

YARD HYDRANTYH

OVERFLOW BOX

PIV

FDC

COMBO BOX (COMBO)

SECONDARY WATER PIPELINE

GAS PIPELINE

BURIED POWER

CATV

FIBER OPTIC

RIDGE LINE

FLOW LINE

FENCE

SILT FENCE

TEMPORARY SHORING

REMOVAL

ABANDON

IRR

CATV

RIDGE

X X

XX XX

SS SS

SD SD

T T

W W

> > > LD >>>LD

IRR IRR

G G

P P

CTV CTV

FO FO

RIDGE

EXISTINGPROPOSED

PLAN

N.T.S.

CONCRETE SIDEWALK A

NOTES:

1. USE MONOLITHIC CONSTRUCTION 4" THICK EXCEPT AT DRIVEWAYS WHERE THICKNESS OF 6" IS REQUIRED.

2. SAWCUT AND CHAMFER SCORE LINES AT INTERVALS EQUAL TO 1 TIMES THE WIDTH OF THE SIDEWALK UNIFORMLY PLACED ALONG LENGTH OF SIDEWALK AFTER POUR. SAW CUTTING

SHOULD BE DONE 4 TO 12 HOURS AFTER THE CONCRETE HAS BEEN FINISHED. IN HOT WEATHER EARLY-ENTRY DRY-CUT JOINTS SHOULD BE CUT 1 TO 4 HOURS AFTER FINISHING.

3. SIDEWALK EXPANSION JOINTS SHALL BE 20' ON CENTER MAXIMUM. THE EXPANSION JOINT SHALL INCLUDE ASPHALT IMPREGNATED FIBER EXPANSION MATERIAL. THE CONTRACTOR

WILL USE BOND BREAKER TAPE WITH POLYURETHANE JOINT SEALANT TO A DEPTH OF 3/8".

4. EDGE SIDEWALK WITH 1/2" RADIUS EDGING TOOL. ROUND EDGES AT EXPANSION JOINTS TO A RADIUS OF 1/2".

5. USE HAIR-BROOM BRUSH TO FINISH SIDEWALKS.

6. OVER NEWLY BACKFILLED TRENCHES, PLACEMENT OF 2-10' #4 BARS IN SIDEWALK IS REQUIRED.

7. REMOVE NON-ENGINEER FILL BELOW SIDEWALK AND 2' MINIMUM BEYOND THE EDGE OF CONCRETE AND REPLACE WITH STRUCTURAL FILL.

8. ALL CONCRETE SIDEWALK SLABS SHALL BE DOWELED TO ADJACENT SLABS WITH REBAR DOWELS AT EXPANSION JOINTS OR ANY BREAK IN THE POUR. DOWELS ARE TO BE EVENLY

SPACED WITH MAXIMUM DISTANCE BETWEEN DOWELS NOT TO EXCEED 24". REBAR DOWELS MUST BE #4 OR LARGER AND AT LEAST 24" LONG. DOWELS MUST BE EMBEDDED AT

LEAST 3" DEEP AND NO CLOSER THAN 6" FROM THE EDGE OF THE SLAB.

SECTION A

PROPERTY LINE

NOTE 4NOTE 2

NOTE 5

NOTE 3

SCORE LINE 1" DEEP

SEE NOTE 2

COMPACTED SUBGRADE 6" COMPACTED UNTREATED BASE

ONSITE ONLY. NOT FOR USE

WITHIN CITY ROW.

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Confidentiality Notice:

Original drawing is 30 x 42. Do not scale contents of this drawing.

2025509

N T

S C

H O

O L

O U

E Sa lt La ke C ity , U

T, SA

E C

O O

L D

04-07-2026

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

07 April 2026

CONSTRUCTION DOCUMENTS

STATE OF UTAH

L I

C E

N S

E D

R O

F E S S I O N

G I

N E

E R

NICHOLE LEE LUTHI

No.8023335

GENERAL NOTES

AND DETAILS

C100

N.T.S. B

NOTES:

1. USE FOR BASKETBALL COURT PAVING . AS INDICATED BY HATCH ON CIVIL SITE LAYOUT PLAN. REINFORCING FOR

PROOF ROLL NATURAL SUBGRADE PER SPEC'S.

2. PAVEMENT CONSTRUCTION DURING WET PERIODS WILL REQUIRE 12" OF GRANULAR FILL MATERIAL PLACED DIRECTLY

BELOW THE GRANULAR FILL SUBBASE LAYER. INSTALL GEOTEXTILE FABRIC (MIRAFI 600X OR EQUIVALENT) WHERE SUBGRADE COMPACTION IS NOT FEASIBLE. PROVIDE ADDITIONAL FILL & FABRIC IF NECESSARY FOR COMPLETION

SCHEDULE AT NO ADDITIONAL COST TO OWNER.

3. SEALED CONTRACTION JOINTS TO BE 1 12" DEEP. JOINT PATTERN AS OUTLINED ON ARCHITECTURAL SITE PLANS. 15'

MAXIMUM SPACING

4. SEAL ALL EXPANSION JOINTS PER SPEC'S.

CONCRETE PAVEMENT SECTION

(ON SITE ONLY)

5" MIN CONCRETE

6" MIN UNTREATED BASE

COURSE

COMPACTED FILL OR

SUBGRADE

UTILITY DEMOLITION NOTES:

1. ALL EXISTING UTILITIES OR SURFACE IMPROVEMENTS SHALL BE RETAINED AND PROTECTED DURING CONSTRUCTION, UNLESS NOTED OTHERWISE. ANY DAMAGE TO THE UTILITIES OR SURFACE IMPROVEMENTS SHALL BE REPAIRED WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE OWNER. ALL INTERRUPTIONS OF UTILITIES SERVICE WILL BE COORDINATED WITH THE OWNER AT LEAST ONE WEEK IN

ADVANCE.

2. UTILITIES ABANDONED IN PLACE UNDER PAVEMENT OR CONCRETE IMPROVEMENTS SHALL HAVE SAND BLOWN INTO THE ABANDONED PIPING.

ALL OPEN ENDS OF ABANDONED PIPING SHALL BE PLUGGED AND CAPPED.

3. BACKFILL ALL EXCAVATIONS FOR UTILITY PIPING OR STRUCTURE REMOVAL (MANHOLES, INLETS, ETC.) WITH STRUCTURAL FILL TO THE ROUGH

GRADE ELEVATION SHOWN ON GRADING PLANS.

4. PROVIDE TEMPORARY STORM DRAINAGE PUMPING OR OTHER APPROVED STORM DRAIN DISPOSAL METHOD TO MAINTAIN DRAINAGE TO THE

SITE DURING CONSTRUCTION.

5. MAINTAIN UTILITY SERVICE TO THE EXISTING BUILDING AT ALL TIMES UNLESS OTHERWISE COORDINATED.

6. ALL WORK WITHIN STREET ROW SHALL BE PER APWA STANDARD PLANS AND SPECIFICATIONS (2017 EDITION) AND CITY STANDARDS. OBTAIN

CITY PERMIT PRIOR TO ANY WORK WITHIN CITY RIGHT OF WAY.

7. DO NOT DRIVE HEAVY EQUIPMENT OR TRUCKS OVER EXCAVATED SUBGRADE. SUBGRADE SOFT AREAS CAUSED BY ROUTING HEAVY EQUIPMENT OR TRUCKS OVER SUBGRADE WILL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. REPAIRS TO BE COMPLETED AS OUTLINED IN SPEC SECTION WITH UP TO 2' OF IMPORTED STRUCTURAL GRANULAR FILL TO STABILIZE SOFT AREAS CAUSED BY

ROUTING HEAVY EQUIPMENT OVER EXCAVATED SUBGRADE.

8. PROVIDE TEMPORARY WATER CONNECTION FOR MAINTAINING IRRIGATION OF LANDSCAPE THAT IS TO REMAIN. REFER TO LANDSCAPE PLANS.

9. RAISE/LOWER EXISTING VALVES, M.H., ELECTRICAL AND MECHANICAL VAULT HATCHES, AND UTILITY STRUCTURES WITHIN THE WORK AREA

LIMITS TO NEW GRADES SHOWN ON GRADING PLAN.

SITE DEMOLITION PLAN NOTES:

1. COORDINATE ALL UTILITY INFORMATION WITH OWNER. THE COORDINATES SHOWN ON THE PLANS ARE BASED ON SURVEY CONTROL

AND TOPOGRAPHIC SURVEY COMPLETED BY MERIDIAN ENGINEERING, INC. REFER TO EXISTING TOPOGRAPHIC PLAN FOR SURVEY

CONTROL ON SHEET C200.

2. REFER TO SITE LAYOUT PLANS ON SHEET CS230.

3. ANY WORK WITHIN CITY ROAD ROW SHALL MEET CITY STANDARDS AND SPECIFICATIONS. OBTAIN CITY PERMIT PRIOR TO ANY WORK WITHIN CITY ROAD RIGHT OF WAY. OBTAIN ALL NECESSARY EXCAVATION PERMITS AND PROVIDE NECESSARY TRAFFIC CONTROL

MEASURES PER CITY REQUIREMENTS.

4. DO NOT DRIVE HEAVY EQUIPMENT OR TRUCKS OVER EXCAVATED SUBGRADE. DAMAGE TO SOFT SUBGRADE AREAS CAUSED BY ROUTING HEAVY EQUIPMENT OR TRUCKS OVER SUBGRADE WILL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. REPAIRS TO BE COMPLETED WITH UP TO 2' OF IMPORTED STRUCTURAL GRANULAR FILL TO STABILIZE SOFT AREAS.

5. PLACEMENT OF GRANULAR IMPORT MATERIALS MAY BE NECESSARY TO MAINTAIN CONSTRUCTION TRAFFIC PATHWAYS DURING WET PERIODS OF THE YEAR. CONTRACTOR IS REQUIRED TO MAINTAIN TRAFFIC PATHWAYS AT ALL TIMES DURING CONSTRUCTION AND REMOVE OR ADD TO THESE GRANULAR MATERIALS TO MEET THE GRADES NECESSARY TO OBTAIN THE GRADES SHOWN ON CG400.

6. ALL SIGNS TO REMAIN UNLESS INDICATED ON THIS SHEET OR THE SITE PLAN.

7. TEMPORARY FENCING AND ACCESS GATES SHALL BE PROVIDED ALONG THE PROJECT LIMIT LINE AS WELL AS IN LOCATIONS OF CONSTRUCTION STORAGE TO CLOSE OFF THE SITE TO THE CONSTRUCTION IN ORDER TO KEEP KIDS OUT FROM ALL CONSTRUCTION

ACTIVITY AND STORAGE. COORDINATE EXACT LOCATION ONSITE WITH THE DISTRICT.

8. CONTRACTOR TO PROVIDE THEIR OWN RESTROOMS.

AutoCAD SHX Text

BRYANT MIDDLE SCHOOL

SCALE 1"=20'

40200

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Confidentiality Notice:

Original drawing is 30 x 42. Do not scale contents of this drawing.

2025509

N T

S C

H O

O L

O U

E Sa lt La ke C ity , U

T, SA

E C

O O

L D

04-07-2026

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

07 April 2026

CONSTRUCTION DOCUMENTS

STATE OF UTAH

L I

C E

N S

F E S S I O N

G I

N E

E R

NICHOLE LEE LUTHI

No.8023335

EXISTING SURVEY

AND TOPOGRAPHY

C200

CP-804 (NAIL)

N=19548.821 E=25876.533

PROJECT BENCHMARK

ELEVATION=4402.77'

1. THIS SURVEY AND CONTROL POINTS SHOWN WERE ESTABLISHED BY MERIDIAN ENGINEERING, INC. IN FEBRUARY OF 2025. ALL CONTROL POINTS SHOULD BE VERIFIED PRIOR TO CONSTRUCTION ACTIVITIES TO ENSURE THEY ARE STILL INSIDE

AN ACCEPTABLE MEASUREMENT TOLERANCE.

2. CONTROL POINT ELEVATIONS SHOWN WERE DERIVED FROM THE PROJECT BENCHMARK USING DIFFERENTIAL LEVELING.

3. THE LOCATIONS OF UNDERGROUND STRUCTURES, UTILITIES OR IMPROVEMENTS AS SHOWN HEREON ARE BASED ON ABOVE GROUND APPURTENANCES VISIBLE AT THE TIME OF THE SURVEY TO THE SURVEYOR. EXACT LOCATIONS OF UNDERGROUND STRUCTURES, UTILITIES OR IMPROVEMENTS MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL UNDERGROUND STRUCTURES, UTILITIES OR IMPROVEMENTS MAY EXIST.

4. ELEVATIONS, SIZES, TYPES AND CONDITIONS OF UNDERGROUND STRUCTURES, UTILITIES OR IMPROVEMENTS AS SHOWN ON THIS PLAT ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED WITH THE APPROPRIATE AGENCY OR CONTROLLING

PARTY BEFORE DESIGN OR CONSTRUCTION.

5. ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONTAINERS, FACILITIES, DEPOSITS OR DISPOSALS

THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY.

6. UNLESS OTHERWISE SHOWN, NO ATTEMPT HAS BEEN MADE AS PART OF THIS PLAT AND THE SURVEY ON WHICH IT IS BASED TO DISCLOSE THE LOCATIONS, SIZE, TYPE OR CONDITION OF ANY TREE, HEDGE, GROUND COVER, LAWN, PLANTINGS OR ANY OTHER LANDSCAPING OR SPRINKLER HEADS, PIPES OR ANY APPURTENANT PARTS THEREOF. ADDITIONAL LANDSCAPING OR IRRIGATION FACILITIES MAY EXIST.

7. CONTRACTOR MUST OBTAIN A PERMIT BEFORE BEGINNING WORK WITHIN THIRTY FEET OF AN ESTABLISHED COUNTY SURVEY MONUMENT, PER UTAH STATE CODE 17-23-14 SUBSECTIONS 2 AND 4.

I, TRAVIS R. WILLIAMS, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, HOLDING CERTIFICATE NUMBER 13941945, AS PRESCRIBED BY THE LAWS OF THE STATE OF UTAH AND STATE THAT INFORMATION SHOWN ON THIS PLAT HAS BEEN OBTAINED THROUGH SURFACE SURVEYS OF STRUCTURES, UTILITIES AND IMPROVEMENTS VISIBLE TO THE SURVEYOR AT THE TIME OF THE SURVEY. UNDERGROUND STRUCTURES, UTILITIES AND IMPROVEMENTS HAVE NOT BEEN SURVEYED.

UNDERGROUND FEATURES, INCLUDING ELEVATIONS, SIZES, TYPES, CAPACITIES AND DIMENSIONS ARE SHOWN GRAPHICALLY AS OBTAINED THROUGH MUNICIPAL OR GOVERNING ENTITY RECORDS AND MAPS. INFORMATION AS REPRESENTED

HEREON DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED.

TRAVIS R. WILLIAMS

PLS NO. 13941945

SURVEYOR'S CERTIFICATE

EXISTING TOPO NOTES:

CP-802 (PLUG IN CURB -

NORTH SIDE OF 100 SOUTH)

N=19180.058 E=25854.859

ELEVATION=4386.70'

(ACTUAL LOCATION IS OFF SHEET)

CP-803 (PLUG IN CURB -

SOUTH SIDE OF 100 SOUTH)

N=19117.470 E=26243.399

ELEVATION=4393.13'

(ACTUAL LOCATION IS OFF SHEET)

LEGEND

SD SD EXISTING STORM DRAIN LINE

EXISTING CHAIN LINK FENCE

EXISTING CURB & GUTTER

EXISTING CONCRETE

EXISTING BUILDING

EXISTING CATCH BASIN

EXISTING IRRIGATION BOX

EXISTING PINE TREE

EXISTING DECIDUOUS TREE

CONTROL MONUMENT

EXISTING MAJOR CONTOUR LINE

EXISTING MINOR CONTOUR LINE

OP OP EXISTING OVERHEAD POWER LINE

EXISTING POWER POLE

XXXX'

CP-800 (PLUG IN CURB -

SOUTH SIDE OF SOUTH TEMPLE)

N=19908.837 E=25885.141

ELEVATION=4410.66'

(ACTUAL LOCATION IS OFF SHEET)

CP-801 (PLUG IN CURB -

SOUTH SIDE OF SOUTH TEMPLE)

N=19908.891 E=26241.176

ELEVATION=4416.61'

(ACTUAL LOCATION IS OFF SHEET)

HATUFOE

S OI NAL LAND SUR

EV YO

TRAVIS R.

WILLIAMS

PLS NO.

1394194504/07/2026

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EXISTING BUILDING

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SDCB RIM=4404.29 6" AREA DRAIN WITH VERTICAL 8" PLASTIC DRAIN PIPE

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SDCB RIM=4405.85 6" AREA DRAIN WITH VERTICAL 8" PLASTIC DRAIN PIPE

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SDCB RIM=4401.50 8" N INV=4396.95 8" S INV=4396.78

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EXISTING BIKE RACK

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FIBER OPTIC AS PER GOOGLE FIBER

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OVERHEAD CABLE LINE AS PER COMCAST

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OVERHEAD POWER LINE AS PER PACIFICORP

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WATER LINE AS PER SALT LAKE PUBLIC UTILITY

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GAS LINE AS PER ENBRIDGE

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SDCB RIM=4394.26 SOUTH PIPE=4391.66

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CONCRETE PIPE FL=4390.54

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SDCB

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SDCB RIM=4403.32 4" SE INV=4402.22

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4" PLASTIC PIPE FL=4401.87

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X X

NEW CONCRETE PAVEMENT

REFER TO DETAIL B ON SHEET C100

PROJECT LIMIT LINE

NEW BASKETBALL COURTS, STRIPING, AND HOOPS

REFER TO ARCHITECTURAL PLANS

N: 19280.83 E: 26335.03

NEW CONCRETE SIDEWALK

REFER TO DETAIL A ON SHEET C100

N: 19280.77 E: 26245.03

N: 19350.77 E: 26245.03

N: 19350.77 E: 26335.03

13.5'

6'6'20.2'

90'

NEW 4' GATE

REFER TO ARCHITECTURAL

PROJECT LIMIT LINE

TEMP FENCING

SCALE 1"=10'

20100

GENERAL SITE LAYOUT NOTES:

1. REFER TO LANDSCAPE PLANS FOR LAYOUT OF PLANTINGS.

2. ALL PAVEMENT REPAIR TO MEET REQUIREMENT STANDARD DETAILS ON C100.

3. TRANSITION CURB FROM STANDARD CURB HEIGHT TO CURB TERMINATION OVER 6' MINIMUM AT ALL LOCATIONS.

4. REPAIR/CONSTRUCT DRIVE APPROACHES PER CITY STANDARDS.

5. "TBC" REFERS TO TOP BACK OF CURB, "FS" REFERS TO FINISH SURFACE, AND "WALL" INDICATES INNER WALL.

6. THE PROJECT LIMIT LINE, ALSO REFERRED TO AS THE CIVIL ASSUMED AREA OF DISTURBANCE, IS INTENDED TO REPRESENT THE GENERAL EXTENT OF AREAS POTENTIALLY IMPACTED BY CONSTRUCTION ACTIVITIES, EQUIPMENT ACCESS, AND WORK OPERATIONS ASSOCIATED WITH CIVIL SCOPE. THIS LINE IS BASED ON CIVIL DESIGN ASSUMPTIONS AND IS NOT NECESSARILY EXHAUSTIVE.

ADDITIONAL AREAS OF DISTURBANCE MAY BE INDICATED ON PLAN SHEETS PREPARED BY OTHER DISCIPLINES (E.G. ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, LANDSCAPE), AND SUCH AREAS MAY EXTEND BEYOND THE CIVIL-DEFINED LIMIT LINE.

THEREFORE, THE PROJECT LIMIT LINE SHOWN ON CIVIL DRAWINGS SHOULD NOT BE INTERPRETED AS THE DEFINITIVE OR SOLE BOUNDARY OF DISTURBANCE FOR THE PROJECT. IN SOME INSTANCES, A TEMPORARY PROJECT LIMIT LINE MAY ALSO BE SHOWN ON THE PLANS. THIS TEMPORARY LIMIT MAY EXTEND BEYOND THE ASSUMED PROPERTY BOUNDARIES AND IS USED TO ILLUSTRATE AREAS TEMPORARILY NEEDED FOR IMPROVEMENTS OUTSIDE OF THE OWNER'S PROPERTY, OFTEN CITY ROADWAY IMPROVEMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL PLAN SETS TO IDENTIFY AND ACCOUNT FOR ALL POTENTIAL AREAS OF DISTURBANCE.

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Confidentiality Notice:

Original drawing is 30 x 42. Do not scale contents of this drawing.

2025509

N T

S C

H O

O L

O U

E Sa lt La ke C ity , U

T, SA

E C

O O

L D

04-07-2026

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

07 April 2026

CONSTRUCTION DOCUMENTS

STATE OF UTAH

L I

C E

N S

F E S S I O N

G I

N E

E R

NICHOLE LEE LUTHI

No.8023335

SITE PLAN

CS230

HATCH LEGEND

CONCRETE PAVEMENT

REFER TO DETAIL B ON SHEET C100

CONCRETE SIDEWALK

REFER TO DETAIL A ON SHEET C100

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X X X

X X

2% MA

PROJECT LIMIT LINE

MATCH

3.06±

MATCH

2.91±

2% MA

X2% MA

98.90

99.80

01.00

00.05

00.95

02.90

02.80

MATCH

2.99±

PROJECT LIMIT LINE

5% MA

2% MA

TEMP FENCING

SCALE 1"=10'

20100

GENERAL GRADING NOTES:

1. REFER TO ARCHITECTURAL SITE PLAN DETAILS FOR HANDICAP RAMPS AND STAIRS.

2. CONTOURS OF THE SITE ARE BASED ON A SURVEY BY MERIDIAN ENGINEERING, INC. REFER TO SHEET C200 FOR PROJECT BENCH MARK AND BASIS OF BEARING.

3. TRAFFIC CONTROL FOR THE PROJECT SHALL BE APPROVED BY THE CITY WHERE THE SITE ACCESSES TO PUBLIC STREETS.

4. PROVIDE APPROVED SILT PROTECTION FOR ALL NEW AND EXISTING CATCH BASINS UNTIL LANDSCAPING IS WELL ESTABLISHED. THE PIPING SYSTEM SHALL BE CLEANED OUT BEFORE FINAL APPROVAL.

USE MIRAFI “DANDY BAG” OR ANOTHER APPROVED EQUIVALENT FOR EXISTING INLET PROTECTION.

5. ALL WALKWAYS SHALL NOT EXCEED 5% SLOPE. THE PERPENDICULAR CROSS SLOPE TO NOT EXCEED 2% MAX. SLOPE FOR WALKWAYS 2% MAX. FROM BUILDING OR STAIR RISERS FOR 5' MINIMUM. ALSO

SLOPE 2% MAX FOR 5' AT THE END OF THE 1:12 SLOPE OF ALL H.C. RAMPS.

6. REFER TO SITE LAYOUT PLAN ON SHEET CS230.

7. "TBC" IS TOP BACK OF CURB ELEVATIONS. "FS" IS FINISH SURFACE ELEVATIONS. "TOC" IS TOP OF CONCRETE ELEVATIONS. "TOW" IS TOP OF WALL ELEVATIONS. "BOT" IS FINISH SURFACE AT BOTTOM OF WALL ELEVATIONS. "FL" IS FLOW LINE. "HP" IS HIGH POINT FOR THE AREA. "LIP" IS THE LIP OF GUTTER.

8. TRANSITION FACE OF CURB TO BE FLUSH TO ADJACENT FINISHED SURFACE WHERE INDICATED BY "TBC/FS" TO FULL HEIGHT OVER 5' (MIN).

9. ALL LANDSCAPE AREAS SHALL HAVE 4” MINIMUM OF TOPSOIL OR AS REQUIRED BY LANDSCAPE PLANS. LANDSCAPE AREAS TO BE GRADED TO DRAIN AND MOUND WHERE INDICATED ON LANDSCAPE

PLANS.

10. REFER TO SHEET C100 AND CS230 FOR REQUIRED PAVEMENT SECTIONS.

11. DO NOT DRIVE HEAVY EQUIPMENT OR TRUCKS OVER EXCAVATED SUBGRADE. SOFT AREAS CAUSED BY ROUTING HEAVY EQUIPMENT OR TRUCKS OVER SUBGRADE WILL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. REPAIRS TO BE COMPLETED AS OUTLINED IN THE SPEC SECTION WITH UP TO 2' OF IMPORTED STRUCTURAL GRANULAR FILL TO STABILIZE SOFT

AREAS CAUSED BY ROUTING HEAVY EQUIPMENT OR TRUCKS OVER EXCAVATED SUBGRADE.

12. SITE SOILS MAY NOT SUPPORT CONSTRUCTION TRAFFIC DURING WET PERIODS OF THE YEAR. CONTRACTOR WILL BE RESPONSIBLE TO PLACE GRANULAR FILL AND/OR COBBLE MATERIALS AS NECESSARY TO MAINTAIN ACCESS TO THE SITE OR BUILDING THROUGHOUT THE CONSTRUCTION SITE AT ALL TIMES. EXCESS MATERIAL SHALL BE REMOVED AS REQUIRED TO COMPLETE THE SITE TO THE GRADES SHOWN ON GRADING PLANS. ALSO REFER TO GEOTECHNICAL INVESTIGATION SHEETS FOR SITE SOIL PREPARATION REQUIREMENTS.

13. PROTECT ADJACENT BUILDING FROM CONSTRUCTION RUNOFF AT ALL TIMES.

14. THERE SHOULD BE NO STANDING WATER ONSITE. ALL STORM WATER SHALL DRAIN TO AN INLET OR AREA DRAIN. CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD IF ANY LOW SPOTS THAT DO NOT DRAIN ARE ENCOUNTERED. A WATER TEST WILL BE PERFORMED BY THE CONTRACTOR WITH THE ENGINEER OF RECORD IN ATTENDANCE OR A SURVEY OF THE NEW IMPROVEMENTS PROVIDED TO THE ENGINEER AT COMPLETION OF THE PROJECT TO VERIFY THAT ALL STORM DRAIN WATER DRAINS AS DESIGNED.

15. ALL “MATCH” LOCATIONS INDICATE THAT THE CONTRACTOR IS TO MATCH THE EXISTING GRADE. AN APPROXIMATE ESTIMATE IS PROVIDED BY THE ENGINEER BASED ON AN INTERPOLATION OF NEAREST SPOT ELEVATIONS PROVIDED BY THE SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE ELEVATIONS. IF THE ELEVATION PROVIDED BY THE ENGINEER VARIES GREATLY FROM THE ACTUAL ELEVATION FOUND BY THE CONTRACTOR THE CONTRACTOR IS TO NOTIFY THE ENGINEER SO THAT THE ENGINEER CAN PROVIDE FURTHER DIRECTION.

16. GRADE UNIFORMLY BETWEEN SPOT ELEVATIONS AND CONTOURS UNLESS NOTED OTHERWISE. IF ANY QUESTIONS ARISE ABOUT THE PROPOSED GRADING SHOWN ON PLANS CONTACT THE ENGINEER

OF RECORD BEFORE FIELD GRADING.

17. MAINTAIN DRAINAGE FROM ALL EXISTING ROOF DRAINS DURING CONSTRUCTION OF ALL PHASES.

18. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A COMPACTION REPORT PREPARED BY A QUALIFIED SOILS ENGINEER, REGISTERED WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE

PLANS AND SPECIFICATIONS.

19. CONTRACTOR IS RESPONSIBLE TO INFORM THE ENGINEER OF RECORD IF THE GRADES SHOWN ON THE SURVEY DO NOT MEET THE ACTUAL GRADES IN THE FIELD.

20. ALL STRUCTURE LIDS WITHIN THE PROJECT LIMITS WILL NEED TO HAVE THEIR GRADE ADJUSTED. WATER VALVES, SEWER MANHOLES, STORM DRAIN INLETS OR CLEANOUT BOXES, AND OTHER SURFACE UTILITY ACCESSORIES SHALL BE RAISED AND SLOPED TO ACCURATE FINISH SURFACE BY A CONCRETE GRADE COLLAR IN PAVEMENT. COLLAR SHALL BE 12” WIDE AROUND THE UTILITY APPARATUSES

AND 8” MINIMUM THICKNESS.

21. RESTORE SOD AND SPRINKLER SYSTEM AROUND NEW IMPROVEMENTS IN LANDSCAPE. SPRINKLER SYSTEM MUST BE MAINTAINED AND REMAIN IN SERVICE FOR REMAINDER OF GRASS AREA DURING

CONSTRUCTION.

22. REFER TO ARCHITECTURAL AND LANDSCAPE PLANS FOR ALL INFORMATION ABOUT EXISTING AND PROPOSED TREES.

23. REMOVE AND REPLACE ANY DAMAGED CURB, GUTTER, OR SIDEWALK ALONG FRONTAGE BEFORE FINAL INSPECTION.

24. SPOT ELEVATION PREFIX OF 44 OR 43 HAS BEEN DROPPED FROM THE ELEVATIONS IE: ELEVATION 00.00 = 4400.00 AND 96.50 = 4396.50.

25. THE CONTRACTOR MAY REQUEST CADD FILES. HOWEVER, ALL PROPOSED ELECTRONIC SURFACES SUPPLIED BY MERIDIAN ENGINEERING ARE PREPARED TO HELP IN THE INHOUSE PREPARATION OF THE BID SET GRADING PLANS. THE SURFACE(S) PROVIDED DO NOT HAVE SURFACE POINTS THAT REFLECT ANY SPOT ELEVATIONS SHOWN ON THE CONTRACT DOCUMENT PLANS. THE SURFACE IS GENERAL GRADING ONLY FOR USE IN ANY INHOUSE UTILITY PROFILING CREATED FOR THE CONTRACT DOCUMENTS AS WELL AS FOR CREATING GENERAL CUT/FILL DURING DESIGN. THE CONTRACTOR WILL NEED TO CREATE THEIR OWN SURFACE MODELS BASED ON THE SEALED CONTRACT DOCUMENT GRADING PLAN PDF SHEETS IF THEY WANT TO USE FOR CONSTRUCTION STAKING OR MACHINE CONTROL FOR ALL SITE IMPROVEMENTS. THE CONTRACTOR IS HELD TO CONSTRUCT THE SITE TO THE FINISH GRADES SHOWN ON THE GRADING PLANS IN THE SEALED CONTRACT DOCUMENT PDFS AND NOT THE GRADES MODELED IN THE ELECTRONIC SURFACE MODELS PROVIDED IN ANY TRANSMITTAL FROM MERIDIAN.

GRADING LEGEND

MAJOR CONTOUR

MINOR CONTOUR

THE CONTRACTOR TO SCHEDULE THE ENGINEER OF RECORD IN WRITING 3 DAYS MINIMUM BEFORE PLACEMENT OF CONCRETE CURBING, FLATWORK, OR ASPHALT PAVING. ALL AREAS MUST BE FORMED AND HAVE COMPACTED BASE COURSE IN PLACE FOR THE ENGINEER TO COMPLETE A RANDOM SPOT GRADE CHECK BEFORE ASPHALT AND CONCRETE CONSTRUCTION. THE RANDOM GRADE CHECKS ARE FOR GENERAL CONFORMANCE TO SLOPES AND GRADING SHOWN ON PLANS USING A SMART LEVEL. RANDOM CHECKS DO NOT ALLEVIATE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GRADING IS IN CONFORMANCE WITH PLANS AND SPECIFICATIONS AND SATISFY PERFORMANCE OF HIS WORK. WITHIN 2 DAYS OF THE RANDOM SPOT CHECK, RESULTS OF THE SPOT CHECKS AND AREAS OF NON COMPLIANCE WILL BE PROVIDED

TO THE CONTRACTOR AND ARCHITECT.

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Confidentiality Notice:

Original drawing is 30 x 42. Do not scale contents of this drawing.

2025509

N T

S C

H O

O L

O U

E Sa lt La ke C ity , U

T, SA

E C

O O

L D

04-07-2026

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

07 April 2026

CONSTRUCTION DOCUMENTS

STATE OF UTAH

L I

C E

N S

F E S S I O N

G I

N E

E R

NICHOLE LEE LUTHI

No.8023335

GRADING PLAN

CG400

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SYMBOL CODE DESCRIPTION DETAIL

01 PAVEMENTS, RAMPS, CURBS

CONCRETE PAVING - SEE CIVIL

EXPANSION JOINT

CONTROL JOINT

SYMBOL CODE DESCRIPTION DETAIL

SPECIFICATIO

05 SITE FURNISHINGS

10' TALL BASKETBALL HOOP E5/AS502 322000

06 RAILINGS, BARRIERS, FENCING

REMOVE EXISTING FENCE AND INSTALL MAN

GATE

323113

6'-"0 TALL CHAINLINK FENCE - TYPICAL E3/AS502 323113

NEW FENCE POST E3/AS502

TEMPORARY CONSTRUCTION FENCING

SYMBOL CODE DESCRIPTION DETAIL

REFERENCE NOTES

EXISTING ROTORS TO BE REMOVED ALONG

WITH CONNECTED LATERALS. CONTRACTOR

TO FIELD VERIFY LOCATIONS. CUT AND CAP

AS REQUIRED.

REFERENCE NOTES

EXISTING IRRIGATION BOX TO REMAIN AND

BE PROTECTED

EXISTING FENCE TO REMAIN

EXISTING BACKSTOP TO REMAIN

EXISTING CONCRETE

EXISTING MAINLINE TO REMAIN TO REMAIN

AND BE PROTECTED- CONTRACTOR TO FIELD

VERIFY LOCATION.

EXISTING AUTOMATIC IRRIGATION CONTROL

VALVES TO REMAIN. CONNECT NEW

IRRIGATION HEADS AS REQUIRED.

EXISTING MAINLINE ISOLATION VALVES TO

REMAIN

EXISTING ROTORS TO REMAIN -

CONTRACTOR TO FIELD VERIFY LOCATION.

ADJUST SPRAY ANGLE AS NEEDED.

EXISTING FENCE POST TO REMAIN

REFERENCE NOTES

PATCH AND REPAIR EXISTING TURF AS

NEEDED DUE TO CONSTRUCTION

OPERATIONS.

REFERENCE NOTES

CHANGE EXISTING ROTOR FROM FULL

CIRCLE TO PART CIRCLE ARC

NEW PART CIRCLE ROTOR - CONNECT TO

EXISTING VALVE

REFERENCE NOTES

RELOCATE EXISTING ROTOR TO EDGE OR

CORNER OF SIDEWALKS

01-01

01-02

01-03

05-01

06-01

06-02

06-03

06-04

D-101

E-101

E-102

E-103

E-104

E-105

E-106

E-107

E-108

E-109

L-101

LI-101

LI-102

RE-101

REFERENCE NOTES SCHEDULE

X X X X X X X X X X X

X X

XXXXXXXXX

X X

X X X

EXJT

EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT

EXJT

EXJTEXJT

EXJT

EXJT EXJT

EXJT

X X

01-01

E-102

E-101

06-01

1" = 10'

E1 OVERALL SITE PLAN

VIEW-297013760

PROJECT LIMIT LINE

AS501

05-0105-01

05-01

05-01 05-01

05-01

01-01

E-103

E-104

06-02

ACCESS AND LAY DOWN AREA

AS502

6'-0"

90'-0"

'-0

'-5

3/ 4" 47

'-8 1/

06-04

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Confidentiality Notice:

Original drawing is 30 x 42. Do not scale contents of this drawing.

07 APRIL 2026

CONSTRUCTION DOCUMENTS

2025509

N T

S C

H O

O L

O U

E Sa lt La ke C ity , U

T, SA

E C

O O

L D

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

OVERALL

SITE PLAN

AS100

GENERAL NOTES

1. CONSTRUCT ALL SCORE JOINTS FROM THE ARCHITECTURAL SITE PLAN.

SCORE JOINTS SHOWN ON THE CIVIL DRAWINGS ARE FOR REFERENCE

ONLY.

2. CONTRACTOR SHALL REVIEW ALL EXPANSION JOINT LOCATIONS WITH

ARCHITECT PRIOR TO INSTALLATION. SEE CIVIL DRAWINGS FOR

LOCATIONS.

3. INSTALL EXPANSION JOINTS @ 30'-0" O.C. MAX. THROUGHOUT.

4. SCORE JOINTS IN PAVING ARE TO MATCH THE PAVING WIDTH TYPICAL,

UNLESS NOTED OR SHOWN OTHERWISE.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY ITEMS OR

UTILITIES NOT NOTED TO BE REMOVED AND SHALL BEAR THE COST OF

REPAIR TO ORIGINAL CONDITION.

6. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES NOT NOTED TO BE

REMOVED AND REPAIR TO EXISTING CONDITION AT NO ADDITIONAL COST

TO THE OWNER.

7. ALL CONSTRUCTION OPERATIONS SHALL NOT INTERFERE WITH

OPERATIONS OF OR ACCESS TO FACILITIES UNLESS AGREED TO BY

OWNER. NOR RESTRICT ACCESS ON THE PUBLIC R.O.W. TEMPORARY

ENTRY CLOSURE TO BE APPROVED IN WRITING BY THE OWNER AND LOCAL

JURISDICTION. COORDINATE ALL DEMOLITION WORK AND TIMES WITH THE

OWNER.

8. STOCKPILE TOPSOIL FROM AFFECTED AREAS FOR RE INSTALLATION.

CONTRACTOR SHALL BE RESPONSIBLE FOR STOCKPILING AN ADEQUATE

AMOUNT OF TOPSOILTO COMPLETE LANDSCAPE OPERATIONS OR FOR

PROVIDING THE SAME AS A PART OF THIS CONTRACT.

9. THIS CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING

PLANT MATERIAL AND LANDSCAPE NOT SHOWN TO BE REMOVED.

SCALE:

feet10 20 30

1" = 10'

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SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Confidentiality Notice:

Original drawing is 30 x 42. Do not scale contents of this drawing.

07 APRIL 2026

CONSTRUCTION DOCUMENTS

2025509

N T

S C

H O

O L

O U

E Sa lt La ke C ity , U

T, SA

E C

O O

L D

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

BASKETBALL

COURT LAYOUT

AS501BASKETBALL COURTS LAYOUT

1/4" = 1'-0"

Ø12 '-0

90'-0"

84'-0"

42'-0"

15'-0" 12'-0" 15'-0"

3'-0"

'-0

7'- 0"

'-0

7'-

3'- 0"

42'-0"

15'-0" 12'-0" 15'-0"

FULL COURT -

2" YELLOW PAINTED LINES,TYP.

EDGE OF CONCRETE

HALF COURT-

2" WHITE PAINTED LINES,TYP.

HALF COURT-

2" WHITE PAINTED LINES,TYP.

FULL COURT -

2" YELLOW PAINTED LINES,TYP.

FULL COURT -

2" YELLOW PAINTED LINES,TYP.

HALF COURT-

2" WHITE PAINTED LINES,TYP.

HALF COURT-

2" WHITE PAINTED LINES,TYP.

2" YELLOW PAINTED LINES,TYP.

2" WHITE PAINTED LINES,TYP.

2" YELLOW PAINTED LINES,TYP.

2" WHITE PAINTED LINES,TYP.

FULL COURT-

2" YELLOW PAINTED LINES,TYP.

2" WHITE PAINTED LINES,TYP.

2" WHITE PAINTED LINES,TYP. 2" WHITE PAINTED LINES,TYP.

HALF COURT-

2" WHITE PAINTED LINES,TYP.

2" YELLOW PAINTED LINES,TYP.

R6'-0"

AS502

EXJT

EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT EXJT

EXJT

01-02

01-03

SYMBOL CODE DESCRIPTION DETAIL

01 PAVEMENTS, RAMPS, CURBS

CONCRETE PAVING - SEE

CIVIL

EXPANSION JOINT

CONTROL JOINT

SYMBOL CODE DESCRIPTION DETAIL

SPECIFICATIO

05 SITE FURNISHINGS

10' TALL BASKETBALL HOOP E5/AS502 322000

01-01

01-02

01-03

05-01

REFERENCE NOTES SCHEDULE

01-01

05-01 05-01

05-01

05-0105-01

05-01

TYP.

1/4" = 1'-0"

D5 ENTRANCE GATE ENLARGED PLAN

VIEW-886570931

06-02

06-01E-102 E-109E-109

06-03

7'-4 1/2"

8'- 2 3

/4"

6'-0"

13'-4 1/2"

4'-4 1/2" E-102

01-01

E-104

7'-7 7/8"

SYMBOL CODE DESCRIPTION DETAIL

01 PAVEMENTS, RAMPS, CURBS

CONCRETE PAVING - SEE

CIVIL

SYMBOL CODE DESCRIPTION DETAIL

SPECIFICATIO

06 RAILINGS, BARRIERS, FENCING

REMOVE EXISTING FENCE

AND INSTALL MAN GATE

323113

6'-"0 TALL CHAINLINK FENCE -

TYPICAL

E3/AS502 323113

NEW FENCE POST E3/AS502

SYMBOL CODE DESCRIPTION DETAIL

REFERENCE NOTES

EXISTING FENCE TO REMAIN

EXISTING CONCRETE

EXISTING FENCE POST TO

REMAIN

01-01

06-01

06-02

06-03

E-102

E-104

E-109

REFERENCE NOTES SCHEDULE

E-102

SHEET NUMBER

D D

2 3 4 5

1 2 3 4 5

MHTN PROJECT NO.

SEAL

SHEET NAME

REVISIONS

CONTRACTOR TO VERIFY DRAWINGS IN FIELD USE REFLECT

LAST REVISION DATE.

DESCRIPTIONDATENO.

ISSUE

Confidentiality Notice:

Original drawing is 30 x 42. Do not scale contents of this drawing.

07 APRIL 2026

CONSTRUCTION DOCUMENTS

2025509

B R

Y A

N T

S C

H O

O L

E X

T B

A S

K E

O U

E S al t L ak e

C ity

, U T, S A

A K

E C

S C

H O

O L

MHTN Architects, Inc.

280 South 400 West Suite 250 Salt Lake City, Utah 84101 Telephone (801) 595-6700 www.mhtn.com

SITE DETAILS

AS502

ADDENDUM #102/03/2026AD01

CONCRETE THICKENED EDGE

3" = 1'-0"

FINISH GRADE

4" RADIUS TOOLED EDGE

(2) - #4 REBAR

COMPACTED AGGREGATE

DENSE GRADED ROAD BASE

4" O

R 6"

CONCRETE PAVING

S-BR-321413-06

1'-0"

4'- 0"

3'-0"

'-0

NEW CONCRETE

FOOTING

CONCRETE PAVING

SLEEVE FOR 6 1/2"

O.D. PIPE

OUTSIDE EDGE OF

BASELINE STRIPE

BACKBOARD. TWIN RIM AND

SYNTHETIC NET - SEE

SPECIFICATIONS. FIELD VERIFY

POST LOCATION WITH OVERHANG

LENGTH

BASKETBALL HOOP DETAIL

1/4" = 1'-0"

6'-0" MIN.

2'-0"

1'-0"

S-BR-323001-07

4" 3"

3'- 0"

'-0

CONCRETE MOW STRIP/

SIDEWALK

HOLD FINISH GRADE 1-1/2"

BELOW STRIP

COMPACTED NATIVE SOIL

BELOW STRIP

ANCHOR POSTS IN CONCRETE

TOP RAIL

EDGE OF CONCRETE

1/2" = 1'-0"

CHAIN LINK FENCE

DETAIL-FILE

'-0

2'- 0"

3'- 0"

3'- 0"1'-

0" 3'-

0" 4'-

12'-0"

R6'-0"

CONCRETE PAVING, 4" THICK

2" WIDE PAINT

STRIPE, TYP.

BASKETBALL STANDARD

SEE E5/AS502

BASKETBALL MARKINGS

1/8" = 1'-0"

S-BR-BRY-321803-01

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SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD 1806-PRS 8 SERIES MPR

TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER

SEAL. SIDE AND BOTTOM INLET. 1/2IN. NPT FEMALE THREADED

INLET. PRESSURE REGULATING.

RAIN BIRD 1806-PRS 15 SERIES MPR

TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER

SEAL. SIDE AND BOTTOM INLET. 1/2IN. NPT FEMALE THREADED

INLET. PRESSURE REGULATING.

RAIN BIRD 1806-PRS ADJ

TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER

SEAL. SIDE AND BOTTOM INLET. 1/2IN. NPT FEMALE THREADED

INLET. PRESSURE REGULATING.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

EXISTING RAIN BIRD 6504-PC, FC 10

EXISTING RAINBIRD 6504- CONTRACTOR TO VERIFY FIELD

LOCATION, ARC, AND RADIUS

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

EXISTING VALVE

IRRIGATION LATERAL LINE: PVC SCHEDULE 40

IRRIGATION MAINLINE: PVC SCHEDULE 40

SCHEDULE 40 PVC PIPE WITH SCHEDULE 40 FITTINGS

PIPE SLEEVE: PVC CLASS 200 SDR 21

FHTQ

Q TQ FHT

4 6 8 10 12 15 18

Valve Number

Valve Size

Valve…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 16, 2026.