4-TB2643-BB - Attach C - Construction Documents - Bryant MS Basketball Courts.pdf

PDF 10 MB Posted Jan 23, 2026

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

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Written by GovTribe AI · Jan 27, 2026

This is a set of Construction Documents for the Bryant Middle School Exterior Basketball Courts project prepared by MHTN Architects, Inc. and Meridian Engineering, Inc. for the Salt Lake City School District. The project involves constructing two exterior basketball courts in the northwest corner of the play field at Bryant Middle School, located at 40 S 800 E, Salt Lake City, Utah 84102. The construction documents include a cover sheet, general notes and details, existing survey and topography plans, demolition plans, site plans, grading plans, overall site plans, landscape plans, irrigation demolition and installation plans, and detailed construction specifications. The project encompasses concrete pavement installation for basketball court surfaces, concrete sidewalks, curb and gutter work, concrete cheek walls, handrails and railings, basketball hoops with support structures, stairs with cheek walls, landscape improvements, and irrigation system modifications. The construction documents indicate that a mandatory pre-bid site visit is scheduled for Wednesday, January 28, 2026 at 12:00 P.M., and contractors who do not attend will not be allowed to bid.

The project requires contractors to possess a B100 or S330 active contractor's license or equivalent and to submit bid security equal to at least 5% of the total bid amount. A 100% Performance and Payment bond will be required from the selected contractor following award. Liquidated damages of $500.00 per calendar day past the date of completion are applicable. The construction documents specify that all work shall comply with Salt Lake City and applicable state codes, including APWA Standard Plans and Specifications (2017 Edition). Contractors are responsible for utility coordination, dust and erosion control, protection of existing utilities and adjacent construction, and coordination of all demolition work with the owner. The documents note that pavement section recommendations were provided by Meridian Engineering based on owner guidance without benefit of a geotechnical investigation, and Meridian assumes no responsibility for future pavement performance issues resulting from subsurface conditions or inadequate pavement design.

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Other files

File	Type	Posted
1-Solicitation General Provisions.docx	DOCX document	Jan 23, 2026
6-TB2643-BB - Attach A - SLCSD Standard Terms and Conditions for Goods and Services.docx	DOCX document	Jan 23, 2026
3-TB2643-BB - Attach E - Bidding and Construction Timeline.pdf	PDF	Jan 23, 2026
5-TB2643-BB - Attach B - Project Manual - Bryant Exterior BB Courts.pdf	PDF	Jan 23, 2026
2-TB2643-BB - Attach D - Price Schedule.xlsx	XLSX spreadsheet	Jan 23, 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 JULY 2025

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 SITE DETAILS

AS100 OVERALL SITE PLAN

LID100 IRRIGATION DEMOLITION PLAN

CIVIL

C100 GENERAL NOTES AND DETAILS

CS210 DEMOLITION PLAN

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 #8504, BUILDING #404

CONSTRUCTION DOCUMENTS

07 JULY 2025

C200 EXISTING SURVEY AND TOPOGRAPHY

WORK AREA

LAY DOWN AREA

ACCESS ROUTE

SCHEDULE OF ALTERNATES

BID ALTERNATE NO. 01: PIPE AND TUBE RAILINGS

1. BASE BID: GALVANIZED PIPE AND TUBE RAILINGS, PAINTED AS SPECIFIED IN

SPECIFIED IN SECTION 0099113

2. ALTERNATE: PROVIDE STAINLESS STEEL PIPE AND TUBE RAILINGS

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

1628 WEST 11010 SOUTH, SUITE 102

SOUTH JORDAN, UTAH 84095

PHONE (801) 569-1315 FAX (801) 5691319

07-03-2025

MHTN Architects, Inc.

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

07 JULY 2025

CONSTRUCTION DOCUMENTS

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)

6" MIN CONCRETE

6" MIN UNTREATED BASE

COURSE

COMPACTED FILL OR

SUBGRADE

NOTES:

1. CONCRETE SHALL BE MONOLITHIC 4000 PSI @ 28 DAYS (6% AIR ENTRAINED).

2. PLACE EXPANSION-CONTRACTION JOINTS AT ALL BC AND EC POINTS. PLACE CONTROL JOINTS AT 10' INTERVALS.

3. PLACE JOINT FILLER STRIPS BETWEEN WALK AND CURB TO DEPTH OF CONCRETE PLUS ONE INCH WITH TIP SET FLUSH WITH TOP BACK OF CURB.

4. REMOVE NON-ENGINEERED FILL BELOW CURB AND 2' MINIMUM BEYOND THE EDGE OF CONCRETE AND REPLACE STRUCTURAL FILL. REFER TO

SPEC. SECTION 312000 FOR SUBGRADES PREPARATION OVEREXCAVATION REQUIREMENTS.

5. ALL COLD JOINTS ON SITE NEED TO BE DOWELED.

8" 12"

R = 1/2"

UNTREATED 6"MIN. BASE COURSE UNDER CURB

CONCRETE WALK/PAVEMENT

FLUSH WITH BACK OF CURB.

REFER TO PLANS.

GRASS. REFER TO

LANDSCAPE PLANS

BOTTOM OF CONTRACTION JOINT

CURB & GUTTER

N.T.S. C

ONSITE ONLY. NOT FOR USE

WITHIN CITY ROW.

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

1628 WEST 11010 SOUTH, SUITE 102

SOUTH JORDAN, UTAH 84095

PHONE (801) 569-1315 FAX (801) 5691319

07-03-2025

MHTN Architects, Inc.

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

07 JULY 2025

CONSTRUCTION DOCUMENTS

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.

1394194507/07/2025

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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 BUILDING

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EXISTING BACKSTOP AND CURBING

AND FOOTINGS TO BE REMOVED

EXISTING IRRIGATION VALVES TO BE RELOCATED.

REFER TO IRRIGATION DEMOLITION PLAN.

XX XXXX EXISTING CONCRETE SIDEWALK

TO BE REMOVED

PROJECT LIMIT LINE

EXISTING TREE

TO BE PROTECTED IN PLACE

EXISTING CONCRETE WALL

TO BE PROTECTED IN PLACE

SAWCUT LINE

TYP.

SAWCUT LINE

TYP.

POWER POLE TO

PROTECTED IN PLACE.

REMOVE AND REPLACE 12' WIDE OF

EXISTING CONCRETE FOR ACCESS TO

CONSTRUCTION ACTIVITIES.

ANY ADDITIONAL PAVEMENT REPAIR

WILL BE AT THE CONTRACTORS

EXPENSE.

12'

PROVIDE EROSION

CONTROL MEASURES TO

INLET TO PROTECT

STORM DRAIN DURING

CONSTRUCTION. KEEP

ALL STORM DRAIN

PIPING CLEAN FROM

CONSTRUCTION

ACTIVITIES.

PROJECT LIMIT LINE

SCALE 1"=10'

20100

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. SIDEWALK REMOVAL AND REPLACEMENT TO BE AS INDICATED ON THE SITE PLAN AND WILL MATCH EXISTING SIDEWALK WIDTHS.

4. EXCAVATION ADJACENT TO TREES SHALL BE A MINIMUM OF 8' FROM THE CENTER OF THE TREE OR THE TREE DRIP LINE AS DIRECTED BY THE OWNER'S REPRESENTATIVE. IF TREE ROOTS ARE ENCOUNTERED NEAR TREES TO REMAIN, COORDINATE TREE ROOT PRUNING WITH OWNER WHENEVER TREE ROOTS MAY BE ENCOUNTERED IN EXCAVATION. DO NOT COVER TREE ROOTS DAMAGED BY EXCAVATION NEAR TREE THAT ARE TO REMAIN. WHERE NECESSARY FOR EQUIPMENT OPERATION, TREE MAY BE TRIMMED.

COORDINATE ANY TRIMMING OF TREES TO REMAIN WITHIN LANDSCAPE PLANS AND OWNER. HAND EXCAVATING FOR UTILITIES MAY BE

NECESSARY TO KEEP TREES INDICATED TO BE PROTECTED IN PLACE.

5. ALL 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.

6. 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.

7. 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.

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

9. TEMPORARY FENCING AND ACCESS GATES SHALL BE PROVIDED ALONG THE EAST AND SOUTH PROJECT LIMIT LINE AS WELL AS TO CLOSE OFF THE PARKING LOT ADJACENT TO THE CONSTRUCTION WHERE CONSTRUCTION STORAGE ACTIVITIES MAY TAKE PLACE IN ORDER TO KEEP KIDS OUT FROM ALL CONSTRUCTION ACTIVITY AND STORAGE. COORDINATE EXACT LOCATION ONSITE WITH THE

DISTRICT.

10. CONTRACTOR TO PROVIDE THEIR OWN RESTROOMS.

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

1628 WEST 11010 SOUTH, SUITE 102

SOUTH JORDAN, UTAH 84095

PHONE (801) 569-1315 FAX (801) 5691319

07-03-2025

MHTN Architects, Inc.

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

07 JULY 2025

CONSTRUCTION DOCUMENTS

DEMOLITION

PLAN

CS210

DEMOLITION LEGEND

SAWCUT

REMOVE EXISTING CONCRETE

PROJECT LIMIT LINE

REMOVE WALL/CURBING/CURB AND GUTTER

REMOVE UTILITY STRUCTURES,

LIGHTS ETC. XX

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

EXISTING BUILDING

NEW CONCRETE PAVEMENT

REFER TO DETAIL B ON SHEET C100

PROJECT LIMIT LINE

NEW RAMP WITH HANDRAILS

REFER TO ARCHITECTURAL PLANS

WALL/TBC

N: 19516.29 E: 25921.01

N: 19439.93 E: 25865.89

NEW BASKETBALL COURTS, STRIPING, AND HOOPS

REFER TO ARCHITECTURAL PLANS FS

N: 19439.93 E: 25965.71

N: 19509.87 E: 25965.71

TBC

N: 19509.87 E: 25865.89

WALL

N: 19510.52 E: 25922.68

WALL

N: 19536.17 E: 25989.63

WALL

N: 19530.41 E: 25991.30

NEW CONCRETE SIDEWALK

REFER TO DETAIL A ON SHEET C100

N: 19522.04 E: 25999.55

N: 19541.89 E: 25978.12

N: 19537.12 E: 25978.12

N: 19522.11

E: 26004.43PROJECT LIMIT LINE

TBC

N: 19509.87 E: 25898.88

N: 19537.10 E: 25989.36

N: 19536.99 E: 26004.45

N: 19541.54 E: 26007.75

N: 19541.88 E: 25997.25

N: 19548.86 E: 26004.29

N: 19541.56 E: 26016.11

4.9'

4.8'

7.7'

NEW STAIRS WITH 3 RISERS

REFER TO ARCHITECTURAL PLANS

SAWCUT LINE

TYP.

SAWCUT LINE

TYP.

N: 19532.10 E: 25999.54

NEW RAMP

REFER TO APWA 236.1 ON SHEET C100

12" MOW CURB PER ARCHITECTURAL PLANS

CURB AND GUTTER

PER DETAIL C ON C100

N: 19547.00 E: 25874.99

N: 19547.02 E: 25862.99

N: 19537.09 E: 25874.94

N: 19537.15

E: 25862.94 PROJECT LIMIT LINE

12'

MOW CURB TO MATCH GRADES WITH

GUTTER AT CURB AND GUTTER LOCATION

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

1628 WEST 11010 SOUTH, SUITE 102

SOUTH JORDAN, UTAH 84095

PHONE (801) 569-1315 FAX (801) 5691319

07-03-2025

MHTN Architects, Inc.

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

07 JULY 2025

CONSTRUCTION DOCUMENTS

SITE PLAN

CS230

HATCH LEGEND

CONCRETE PAVEMENT

REFER TO DETAIL B ON SHEET C100

CONCRETE CHEEK WALL

REFER TO ARCHITECTURAL PLANS

CONCRETE SIDEWALK

REFER TO DETAIL A ON SHEET C100

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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

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

05.70

MATCH

4.10±

06.30

05.75

05.60

05.80

06.25

06.30

05.75

05.65

03.95

03.90

03.85

03.80

02.25

02.20

02.15

02.10

00.50

00.45

8.3%

MAX

8.2%

8.3%

MAX

00.80

99.50

98.75

00.00

TBC

00.25

TBC

06.35

06.25

2% MA

8.3%MAX

MAX

2% MA

PROJECT LIMIT LINE

05.70

04.20

04.15

05.55

05.65

99.10

00.15

99.35

4:1

MAX

4:1

MAX

4:1 MA

MAX

7.9%

MATCH

4.08±

MATCH

6.36±

MATCH

4.69±

MATCH

4.78±

MATCH

2.36±

MATCH

2.60±

MATCH

2.65±

MATCH

2.61±

PROJECT LIMIT LINE

00.50

TBC

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

1628 WEST 11010 SOUTH, SUITE 102

SOUTH JORDAN, UTAH 84095

PHONE (801) 569-1315 FAX (801) 5691319

07-03-2025

MHTN Architects, Inc.

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

07 JULY 2025

CONSTRUCTION DOCUMENTS

GRADING PLAN

CG400

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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

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

SYMBOL CODE DESCRIPTION DETAIL

SPECIFICATIO

1 PAVEMENTS, RAMPS, CURBS

CONCRETE PAVING- SEE CIVIL 321313

CONCRETE MOWSTRIP B5/AS501 321313

CONCRETE CURB AND GUTTER- SEE CIVIL 321313

SYMBOL CODE DESCRIPTION DETAIL

10 KEYNOTES

PROJECT LIMIT LINE

SYMBOL CODE DESCRIPTION DETAIL

SPECIFICATIO

3 STEPS

CONCRETE STAIRS B3/AS501 032000

SYMBOL CODE DESCRIPTION DETAIL

4 WALLS AND EMBANKMENTS

10" CONCRETE CHEEKWALL C1/AS501

SYMBOL CODE DESCRIPTION DETAIL

SPECIFICATIO

5 SITE FURNISHINGS

10' TALL BASKETBALL HOOP D1/AS501 322000

6 RAILINGS, BARRIERS, FENCING

STEEL HANDRAIL B1/AS501 055213

SYMBOL CODE DESCRIPTION DETAIL

REFERENCE NOTES

EXISTING BACKSTOP AND CONCRETE TO BE

DEMOLISHED

1-01

1-02

1-03

10-01

3-01

4-01

5-01

6-01

D-101

REFERENCE NOTES SCHEDULE

6-01

5-01 5-01

D-101

10-01

1� 10

D1 OVERALL SITE PLAN

VIEW-335258067

6-01

5-01 5-01

AS501

4-01

1-01

4-01

4-01 6-01

1-01 1-01

1-01

1-011-01

1-01

1-03

1-02

1'-8" 1'-0"

1'-0"

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 JULY 2025

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'

AutoCAD SHX Text

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 JULY 2025

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

SITE DETAILS

AS501CONCRETE THICKENED EDGE

3" 1 -0"

FINISH GRADE

4" RADIUS TOOLED EDGE

CONCRETE PAVING

COMPACTED AGGREGATE

DENSE GRADED ROAD BASE

4" O

R 6"

S-BR-321413-06

1'-0"

4'- 0"

3'-0"

'-0

2'-0"

NEW CONCRETE

FOOTING

CONCRETE PAVING

SLEEVE FOR 6 1/2"

O.D. PIPE

OUTSIDE EDGE OF

BASELINE STRIPE

CURVED SINGLE POST BACKBOARD

SUPPORT W/ FAN SHAPED

BACKBOARD. TWIN RIM AND CHAIN

NET FIELD VERIFY POST LOCATION

WITH OVERHANG LENGTH

BASKETBALL HOOP DETAIL

1/4" 1 -0"

S-BR-323001-07

FINISH GRADE

4" 4"

5'-0"

1'- 0"

1 1/2" SCHEDULE 40 HANDRAIL

10"

2'- 6"

2" SCHEDULE 80 POST

CONC. WALL & FOOTING

CONCRETE RAMP DETAIL

1/2" 1 -0"

#5 @ 15" O.C

- HORIZONTAL

#4 @ 14"

WALL

- VERTICAL

(3) # 4X CONT.

AS501

S-BR-01

BASKETBALL COURTS LAYOUT

1" 5

93'-10"

99'-10"

46'-10"

'-0

12'-0"

Ø12 '-0

R6 '-0

R6'-0"

25'-0"

19'-0"

'-0

3'-0"

3'- 0"

FULL COURT -

2" YELLOW PAINTED LINES,TYP.

AS-103

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.

S-BR-323001-08

RAMP HANDRAIL - TYPICAL

3/4" 1 -0"

2'- 0"

1'- 0"

3'- 0"

CONCRETE CHEEK WALL

LINE OF CONCRETE

PAVING AND STAIRS

1 1/2" SCHEDULE 40 HANDRAIL

- SEE SPECIFICATIONS

POST AND PIPE SLEEVE

1'-0" MIN.4'-0"MAX. BETWEEN POSTS

1'- 0"

1'-0" MIN.

CONCRETE CHEEK WALL

1 1/2 " SCHEDULE 40 HANDRAIL

-SEE SPECIFICATIONS

2" SCHEDULE 80 POST

- SEE SPECIFICATIONS

PLAN VIEW

" 4"

1'-0" MIN. 1'-0" MIN.

TOP OF RAMP

4'-0"MAX. BETWEEN POSTS

RETURN HANDRAIL TO

POST - TYP.

TOE OF RAMP

ELEVATION

AS501

S-BR-055213-16

CONCRETE STAIR WITH CHEEK WALL DETAIL - TYPICAL

3/4" 1 -0"

CONCRETE STAIR WITH CHEEK WALL DETAIL - TYPICAL

3/4" 1 -0"

8" WIDE CONCRETE CHEEK WALL BEYOND

WITH 1" CHAMFER. INSTALL #5 BARS @

O.C. BOTH WAYS

HANDRAIL - SEE SPECIFICATIONS

1'-0"

R 12 "

4"4"

1'- 0"

1'-0"

2'- 6"

4" GRAVEL BASE

CONCRETE PAVING- SEE CIVIL

1/2" EXPANSION JOINT AT CONC. PAVING

INTERFACE

LINE OF CHEEK WALL AND FOOTING

BEYOND

UNDISTURBED SOIL OR COMPACTED FILL

1/2" EXPANSION JOINT AT CONC. PAVING

INTERFACE

CONCRETE PAVING- SEE CIVIL

CONCRETE STAIR AND STEM WALL

4'-0"

# 4 BAR @ 12" O.C. BOTH WAYS. DOWEL

INTO CHEEK WALL BOTH SIDES

S-BR-033010-02S-BR-033010-02

12"-0"

6" 1-

1/2

CONC. MOW STRIP

W/ LIGHT BROOM

FINSH

COMPACTED FILL

OR UNDISTURBED

SOIL

NOTE: PROVIDE 1/4"

RADIUS FINISH AT ALL

EDGES - TYPICAL.

FINISH GRADE

1 1/2" 1 -0"

NOTE: MOWSTRIP TO

BE 12" WIDE WHEN

ADJACENT TO BLDG.

12" CONCRETE MOWSTRIP

2-#4 REBAR

S-BR-329413-10

HANDRAIL POST CONNECTION

1 1/2" 1 -0"

2" SCHEDULE 80 POST

EXPANSION JOINT

3/4" CHAMFER

1-1/2" SCHEDULE 80 STEEL

SLEEVE TO BE INSTALLED

@ TIME OF CONCRETE

INSTALLATION8"

WELD POST TO SLEEVE

2.375"

1.9"

S-BR-033363-01

SYMBOL BOTANICAL NAME COMMON NAME

GROUND COVERS

LAWN SOD

1� 10

D1 LANDSCAPE PLAN

VIEW-999627471

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 JULY 2025

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

LANDSCAPE

PLAN

LP100

SCALE:

feet10 20 30

1" = 10'

PLANTING NOTES

THIS CONTRACTOR SHALL SPREAD TOPSOIL TO A

DEPTH OF 6" IN ALL LAWN PLANTING AREAS AND

12" IN ALL SHRUB AND PERENNIAL BEDS.

THIS CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING AND INSTALLING THE REQUIRED AMOUNT OF

TOPSOIL TO COMPLETE THE PROJECT. NEW TOPSOIL

SHALL MATCH QUALITY AND TEXTURE OF THE EXISTING

TOPSOIL ON SITE.

AutoCAD SHX Text

CODE DESCRIPTION

10 KEYNOTES

PROJECT LIMIT LINE

REFERENCE NOTES

EXISTING MAINLINE TO BE RELOCATED AS REQUIRED

DUE TO CONSTRUCTION OF NEW RAMP.

CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH

AND SIZE OF EXISTING MAIN LINE.

EXISTING LATERALS TO BE RELOCATED AS REQUIRED

DUE TO CONSTRUCTION OF NEW RAMP.

CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH,

AND SIZE OF EXISTING LATERALS.

EXISTING VALVES TO BE RELOCATED AS REQUIRED

DUE TO CONSTRUCTION OF NEW RAMP

EXISTING LATERALS TO BE REMOVED ALONG WITH

CONNECTED ROTORS

REFERENCE NOTES

EXISTING VALVES TO REMAIN

EXISTING MAINLINE TO REMAIN

EXISTING CAP

EXISTING LATERALS TO…

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