3-PRK24002 Drawings.pdf

PDF 19 MB Posted Jun 6, 2026

Attached to: Madsen Park
Solicitation number: PRK24002
Issued by: Utah

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Written by GovTribe AI · Jun 8, 2026

Madsen Park Construction Documents Summary

This is a comprehensive set of construction drawings and specifications for the Madsen Park improvement project (PRK24002) prepared by Salt Lake City's Department of Public Lands in coordination with the Department of Public Utilities. The project encompasses approximately 8,400 square feet at 9 North Chicago Street, Salt Lake City, Utah 84116, and includes tree protection and preservation, demolition of existing site features, grading and drainage work, hardscape construction with concrete flatwork, installation of site furnishings and amenities (benches, signage, drinking fountains, waste stations, and bollards), landscape lighting, irrigation system installation with 26 control zones, landscape installation with 18 new trees and over 300 perennials and groundcovers, and perimeter fencing installation. The work explicitly excludes playground equipment and safety surfacing installation. A mandatory pre-bid conference is scheduled for May 19, 2026, at 1:00 p.m. via Microsoft Teams with an on-site visit following the meeting, and sealed bids are due by 2:00 p.m. local time on Wednesday, May 27, 2026, with substantial completion required within 180 calendar days after the Notice to Proceed.

The project will be awarded on a lump sum basis with contract performance and payment bonds each required at 100 percent of the contract price. Liquidated damages of $250 per day apply for late completion. The city engineer's estimate exceeds $250,000 but does not exceed $2,000,000. Bid security equal to at least 5 percent of the total bid amount is required, and bids remain valid for 45 days after opening. Contractors must comply with all applicable Salt Lake City codes, state regulations, APWA specifications, AWWA standards, OSHA requirements, and must obtain all necessary permits including a permit to work in the Public Way from Salt Lake City Engineering. Salt Lake City's Value-Based Procurement Program will evaluate bids using factors beyond price, including nondiscrimination policies, apprenticeship program sponsorship, drug testing programs, and local small business status. The drawings detail comprehensive requirements for tree protection zones, utility coordination protocols, construction sequencing, material specifications, and inspection requirements for all infrastructure systems.

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Other files

File	Type	Posted
1-PRK24002 Notice to Bidders Madsen Park.pdf	PDF	Jun 6, 2026
2-PRK24002 Project Manual.pdf	PDF	Jun 6, 2026
3-PRK24002 - Notice to Bidders - Ida Cotten Park.pdf	PDF	May 9, 2026
2-PRK24002 Drawings.pdf	PDF	May 9, 2026
1-PRK24002 Project Manual.pdf	PDF	May 9, 2026

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NOTE:

THESE NOTES MUST BE INCLUDED AS PART OF ALL PRIVATE DEVELOPMENT

CONSTRUCTION PLAN DOCUMENT SETS. IT IS THE ENGINEER'S RESPONSIBILITY TO REVIEW

NOTES FOR THEIR APPLICABILITY TO THEIR SPECIFIC PROJECT. ANY MODIFICATIONS TO

THESE NOTES MUST BE APPROVED IN WRITING BY SALT LAKE CITY PUBLIC UTILITIES.

1. COMPLIANCE:

ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE

CONTRACT DOCUMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING: THE

INTERNATIONAL PLUMBING CODE, UTAH DRINKING WATER REGULATIONS, APWA

MANUAL OF STANDARD PLANS AND SPECIFICATIONS, AND SLC PUBLIC UTILITIES

MODIFICATIONS TO APWA STANDARD PLANS AND APPROVED MATERIALS AND SLC

PUBLIC UTILITIES APWA SPECIFICATIONS MODIFICATIONS. THE CONTRACTOR IS

REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONED DOCUMENTS UNLESS

OTHERWISE NOTED AND APPROVED IN WRITING BY THE SALT LAKE CITY DIRECTOR

OF PUBLIC UTILITIES.

2. COORDINATION:

THE CONTRACTOR IS RESPONSIBLE TO NOTIFY ALL APPROPRIATE GOVERNMENT AND

PRIVATE ENTITIES ASSOCIATED WITH THE PROJECT. THE FOLLOWING MUST BE

CONTACTED 48-HOURS PRIOR TO CONSTRUCTION AS APPLICABLE TO THE PROJECT:

PUBLIC UTILITIES:

BACKFLOW PREVENTION - 483-6795

DEVELOPMENT REVIEW ENGINEERING - 483-6781

INSPECTIONS, PERMITS, CONTRACTS & AGREEMENTS - 483-6727

PRETREATMENT - 799-4002

STORM WATER - 483-6721

SLC DEPARTMENTS:

ENGINEERING - PUBLIC WAY PERMITS AND ISSUES - 535-6203

ENGINEERING - SUBDIVISIONS - 535-6159

FIRE DEPARTMENT - 535-6636

PERMITS AND LICENSING (BLDG SERVICES) - 535-7752

PLANNING AND ZONING - 535-7700

TRANSPORTATION - 535-6630

- ALL OTHER POTENTIALLY IMPACTED GOVERNING AGENCIES OR ENTITIES

- ALL WATER USERS INVOLVED IN WATER MAIN SHUTDOWNS

- APPLICABLE SEWER, WATER AND DRAINAGE DISTRICTS

- BLUESTAKES LOCATING SERVICES - 532-5000

- COUNTY FIRE DEPARTMENT - 743-7231

- COUNTY FLOOD CONTROL - 468-2779

- COUNTY HEALTH DEPARTMENT - 385-468-3913

- COUNTY PUBLIC WAY PERMITS - 468-2241

- HOLLADAY CITY - 272-9450

- SALT LAKE COUNTY HIGHWAY DEPARTMENT - 468-3705 OR 468-2156

- THE UTAH TRANSIT AUTHORITY FOR RE-ROUTING SERVICE - 262-5626

- UNION PACIFIC RAILROAD CO., SUPERINTENDENTS OFFICE - 595-3405

- UTAH DEPARTMENT OF TRANSPORTATION, REGION #2 - 975-4800

- UTAH STATE ENGINEER - 538-7240

3. SCHEDULE

PRIOR TO CONSTRUCTION THE CONTRACTOR WILL PROVIDE, AND WILL UPDATE AS

CHANGES OCCUR, A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE

SPECIFICATIONS AND SALT LAKE CITY ENGINEERING OR SALT LAKE COUNTY

REGULATIONS AS APPLICABLE FOR WORKING WITHIN THE PUBLIC WAY.

4. PERMITS, FEES AND AGREEMENTS

CONTRACTOR MUST OBTAIN ALL THE NECESSARY PERMITS AND AGREEMENTS AND

PAY ALL APPLICABLE FEES PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT

SALT LAKE CITY ENGINEERING (801-535-6203) FOR PERMITS AND INSPECTIONS

REQUIRED FOR ANY WORK CONDUCTED WITHIN SALT LAKE CITY'S PUBLIC

RIGHT-OF-WAY. APPLICABLE UTILITY PERMITS MAY INCLUDE MAINLINE EXTENSION

AGREEMENTS AND SERVICE CONNECTION PERMITS. ALL UTILITY WORK MUST BE

BONDED. ALL CONTRACTORS MUST BE LICENSED TO WORK ON CITY UTILITY MAINS.

OWNER AND OPERATOR MUST OBTAIN A STORMWATER PERMIT PRIOR TO ANY LAND

DISTURBANCE ON THIS PROPERTY. CONSTRUCTION SITES MUST BE IN COMPLIANCE

WITH THE UTAH POLLUTION DISCHARGE ELIMINATION SYSTEM (UPDES) STORM

WATER PERMIT FOR CONSTRUCTION ACTIVITIES (538-6923). A COPY OF THE PERMIT'S

STORM WATER POLLUTION PREVENTION PLAN MUST BE SUBMITTED TO PUBLIC

UTILITIES FOR REVIEW AND APPROVAL. ADDITIONAL WATER QUALITY AND EROSION

CONTROL MEASURES MAY BE REQUIRED. THE CONTRACTOR MUST ALSO COMPLY

WITH SALT LAKE CITY'S CLEAN WHEEL ORDINANCE.

5. ASPHALT AND SOIL TESTING

THE CONTRACTOR IS TO PROVIDE MARSHALL AND PROCTOR TEST DATA 24-HOURS

PRIOR TO USE. CONTRACTOR IS TO PROVIDE COMPACTION AND DENSITY TESTING AS

REQUIRED BY SALT LAKE CITY ENGINEERING, UDOT, SALT LAKE COUNTY OR OTHER

GOVERNING ENTITY. TRENCH BACKFILL MATERIAL AND COMPACTION TESTS ARE TO

BE TAKEN PER APWA STANDARD SPECIFICATIONS, SECTION 330520 - BACKFILLING

TRENCHES, OR AS REQUIRED BY THE SLC PROJECT ENGINEER IF NATIVE MATERIALS

ARE USED. NO NATIVE MATERIALS ARE ALLOWED WITHIN THE PIPE ZONE. THE

MAXIMUM LIFTS FOR BACKFILLING EXCAVATIONS IS 8-INCHES. ALL MATERIALS AND

COMPACTION TESTING IS TO BE PERFORMED BY A LAB RECOGNIZED AND ACCEPTED

BY SALT LAKE COUNTY PUBLIC WORKS AND/OR SALT LAKE CITY ENGINEERING.

6. TRAFFIC CONTROL AND HAUL ROUTES

TRAFFIC CONTROL MUST CONFORM TO THE MOST CURRENT EDITION OF SALT LAKE

CITY TRAFFIC CONTROL MANUAL - PART 6 OF "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" FOR SALT LAKE COUNTY AND STATE ROADS. SLC

TRANSPORTATION MUST APPROVE ALL PROJECT HAUL ROUTES (801-535-6653). THE

CONTRACTOR MUST ALSO CONFORM TO UDOT, SALT LAKE COUNTY OR OTHER

APPLICABLE GOVERNING ENTITIES REQUIREMENTS FOR TRAFFIC CONTROL.

7. SURVEY CONTROL

CONTRACTOR MUST PROVIDE A REGISTERED LAND SURVEYOR OR PERSONS UNDER

SUPERVISION OF A REGISTERED LAND SURVEYOR TO SET STAKES FOR ALIGNMENT

AND GRADE OF EACH MAIN AND/OR FACILITY AS APPROVED. THE STAKES SHALL BE

MARKED WITH THE HORIZONTAL LOCATION (STATION) AND VERTICAL LOCATION

(GRADE) WITH CUTS AND/OR FILLS TO THE GRADE OF THE MAIN AND/OR FACILITY AS

APPROVED. IN ADDITION, THE CONTRACTOR AND/OR SURVEYOR SHALL PROVIDE TO

SALT LAKE CITY PUBLIC UTILITIES CUT SHEETS FILLED OUT COMPLETELY AND

CLEARLY SHOWING THE PERTINENT GRADES, ELEVATIONS AND CUT/FILLS

ASSOCIATED WITH THE FIELD STAKING OF THE MAIN AND/OR FACILITY. THE CUT

SHEET FORM IS AVAILABLE AT THE CONTRACTS AND AGREEMENTS OFFICE AT PUBLIC

UTILITIES. ALL MAINS AND LATERALS NOT MEETING MINIMUM GRADE REQUIREMENTS

AS SPECIFIED BY ORDINANCE OR AS REQUIRED TO MEET THE MINIMUM REQUIRED

FLOWS OR AS APPROVED MUST BE REMOVED AND RECONSTRUCTED TO MEET

DESIGN GRADE. THE CONTRACTOR SHALL PROTECT ALL STAKES AND MARKERS

UNTIL PUBLIC UTILITY SURVEYORS COMPLETE FINAL MEASUREMENTS. THE

CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, MAINTAINING, OR RESTORING

ALL MONUMENTS AND REFERENCE MARKS WITHIN THE PROJECT SITE. DEPENDING

ON THE LOCATION OF THE PROJECT; CONTACT THE COUNTY SURVEYOR FOR

SECTION CORNER MONUMENTS (801-468-2028) AND/OR THE SALT LAKE CITY

SURVEYOR (801-535-7973) FOR SALT LAKE CITY MONUMENTS AND CONSTRUCTION

REQUIREMENTS. ALL ELEVATIONS SHALL BE REFERENCED TO SALT LAKE CITY DATUM

UNLESS NOTED OTHERWISE ON THE PLANS.

8. ASPHALT GUARANTEE

THE CONTRACTOR SHALL REMOVE, DISPOSE OF, FURNISH AND PLACE PERMANENT

ASPHALT PER SALT LAKE CITY ENGINEERING, UDOT, COUNTY, OR OTHER

GOVERNMENT STANDARDS AS APPLICABLE TO THE PROJECT. THE CONTRACTOR

SHALL GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE

GOVERNING ENTITY.

9. TEMPORARY ASPHALT

IF THE CONTRACTOR CHOOSES TO WORK WITHIN THE PUBLIC WAY WHEN HOT MIX

ASPHALT IS NOT AVAILABLE, THE CONTRACTOR MUST OBTAIN APPROVAL FROM THE

APPROPRIATE GOVERNING ENTITY PRIOR TO INSTALLING TEMPORARY ASPHALT

SURFACING MATERIAL. WITHIN SALT LAKE CITY, WHEN PERMANENT ASPHALT

BECOMES AVAILABLE, THE CONTRACTOR SHALL REMOVE THE TEMPORARY ASPHALT,

FURNISH AND INSTALL THE PERMANENT ASPHALT. THE CONTRACTOR SHALL

GUARANTEE THE ASPHALT RESTORATION FOR A PERIOD AS REQUIRED BY THE

GOVERNING ENTITY FROM THE DATE OF COMPLETION.

10. SAFETY

THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY OF THE PROJECT

AND SHALL MEET ALL OSHA, STATE, COUNTY AND OTHER GOVERNING ENTITY

REQUIREMENTS.

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.

11. DUST CONTROL

THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ACCORDING TO THE

GOVERNING ENTITY STANDARDS. USE OF HYDRANT WATER OR PUMPING FROM

CITY-OWNED CANALS OR STORM DRAINAGE FACILITIES IS NOT ALLOWED FOR DUST

CONTROL ACTIVITIES WITHOUT WRITTEN APPROVAL OF THE PUBLIC UTILITIES

DIRECTOR.

12. DEWATERING

ALL ON-SITE DEWATERING ACTIVITIES MUST BE APPROVED IN WRITING BY PUBLIC

UTILITIES. PROPOSED OUTFALL LOCATIONS AND ESTIMATED FLOW VOLUME

CALCULATIONS MUST BE SUBMITTED TO PUBLIC UTILITIES FOR REVIEW AND

APPROVAL. ADEQUATE MEASURES MUST BE TAKEN TO REMOVE ALL SEDIMENT PRIOR

TO DISCHARGE. PUBLIC UTILITIES MAY REQUIRE ADDITIONAL MEASURES FOR

SEDIMENT CONTROL AND REMOVAL.

13. PROJECT LIMITS

THE CONTRACTOR IS REQUIRED TO KEEP ALL CONSTRUCTION ACTIVITIES WITHIN THE

APPROVED PROJECT LIMITS. THIS INCLUDES, BUT IS NOT LIMITED TO, VEHICLE AND

EQUIPMENT STAGING, MATERIAL STORAGE AND LIMITS OF TRENCH EXCAVATION. IT IS

THE CONTRACTORS RESPONSIBILITY TO OBTAIN PERMISSION AND/OR EASEMENTS

FROM THE APPROPRIATE GOVERNING ENTITY AND/OR INDIVIDUAL PROPERTY

OWNER(S) FOR WORK OR STAGING OUTSIDE OF THE PROJECT LIMITS.

14. WATER, FIRE, SANITARY SEWER AND STORM DRAINAGE UTILITIES

A. INSPECTIONS -

IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE ANY WATER, SEWER,

BACKFLOW AND DRAINAGE INSPECTION 48-HOURS IN ADVANCE TO WHEN NEEDED.

CONTACT 483-6727 TO SCHEDULE INSPECTIONS.

B. DAMAGE TO EXISTING UTILITIES -

THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE, CAUSED BY ANY

CONDITION INCLUDING SETTLEMENT, TO EXISTING UTILITIES FROM WORK

PERFORMED AT OR NEAR EXISTING UTILITIES. THE CONTRACTOR SHALL TAKE ALL

MEASURES NECESSARY TO PROTECT ALL EXISTING PUBLIC AND PRIVATE ROADWAY

AND UTILITY FACILITIES. DAMAGE TO EXISTING FACILITIES CAUSED BY THE

CONTRACTOR, MUST BE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE, TO

THE SATISFACTION OF THE OWNER OF SAID FACILITIES.

C. UTILITY LOCATIONS -

CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING AND AVOIDING ALL UTILITIES

AND SERVICE LATERALS, AND FOR REPAIRING ALL DAMAGE THAT OCCURS TO THE

UTILTIES DUE TO THE CONTRACTOR'S ACTIVITIES. CONTRACTOR IS TO VERIFY

LOCATION, DEPTH, SIZE, MATERIAL AND OUTSIDE DIAMETERS OF UTILITIES IN THE

FIELD BY POTHOLING A MINIMUM OF 300-FEET AHEAD OF SCHEDULED CONSTRUCTION

IN ORDER TO IDENTIFY POTENTIAL CONFLICTS AND PROBLEMS WITH FUTURE

CONSTRUCTION ACTIVITIES. EXISTING UTILITY INFORMATION OBTAINED FROM SLC

PUBLIC UTILITIES' MAPS MUST BE ASSUMED AS APPROXIMATE AND REQUIRING FIELD

VERIFICATION. CONTACT BLUE STAKES OR APPROPRIATE OWNER FOR

COMMUNICATION LINE LOCATIONS.

D. UTILITY RELOCATIONS -

FOR UTILITY CONFLICTS REQUIRING MAINLINE RELOCATIONS, THE CONTRACTOR

MUST NOTIFY THE APPLICABLE UTILITY COMPANY OR USER A MINIMUM OF 2-WEEKS

IN ADVANCE. A ONE-WEEK MINIMUM NOTIFICATION IS REQUIRED FOR CONFLICTS

REQUIRING THE RELOCATION OF SERVICE LATERALS. ALL RELOCATIONS ARE

SUBJECT TO APPROVAL FROM THE APPLICABLE UTILITY COMPANY AND/OR USER.

E. FIELD CHANGES -

NO ROADWAY, UTILITY ALIGNMENT OR GRADE CHANGES ARE ALLOWED FROM THE

APPROVED CONSTRUCTION PLANS/DOCUMENTS WITHOUT WRITTEN APPROVAL FROM

THE SLC PUBLIC UTILITIES DIRECTOR. CHANGES TO HYDRANT LOCATIONS AND/OR

FIRE LINES MUST BE REVIEWED AND APPROVED BY THE SALT LAKE CITY OR SALT

LAKE COUNTY FIRE DEPARTMENT (AS APPLICABLE TO THE PROJECT) AND PUBLIC

UTILITIES.

F. PUBLIC NOTICE TO PROJECTS IN THE PUBLIC WAY -

FOR APPROVED PROJECTS THE CONTRACTOR IS RESPONSIBLE TO PROVIDE AND

DISTRIBUTE WRITTEN NOTICE TO ALL RESIDENTS LOCATED WITHIN THE PROJECT

AREA AT LEAST 72-HOURS PRIOR TO CONSTRUCTION. WORK TO BE CONDUCTED

WITHIN COMMERCIAL OR INDUSTRIAL AREAS MAY REQUIRE A LONGER NOTIFICATION

PERIOD AND ADDITIONAL CONTRACTOR COORDINATION WITH PROPERTY OWNERS.

THE WRITTEN NOTICE IS TO BE APPROVED BY THE SLC PUBLIC UTILITIES PROJECT

ENGINEER.

G. PUBLIC NOTICE FOR WATER MAIN SHUT DOWNS -

THROUGH THE SLC PUBLIC UTILITIES INSPECTOR AND WITH THE PUBLIC UTILITIES

PROJECT ENGINEER APPROVAL, SLC PUBLIC UTILITIES MUST BE CONTACTED AND

APPROVE ALL WATER MAIN SHUTDOWNS. ONCE APPROVED THE CONTRACTOR MUST

NOTIFY ALL EFFECTED USERS BY WRITTEN NOTICE A MINIMUM OF 48-HOURS

(RESIDENTIAL) AND 72-HOURS (COMMERCIAL/INDUSTRIAL) PRIOR TO THE WATER MAIN

SHUT DOWN. PUBLIC UTILITIES MAY REQUIRE LONGER NOTICE PERIODS.

H. WATER AND SEWER SEPARATION -

IN ACCORDANCE WITH UTAH'S DEPARTMENT OF HEALTH REGULATIONS, A MINIMUM

TEN-FOOT HORIZONTAL AND 1.5-FOOT VERTICAL (WITH WATER ON TOP) SEPARATION

IS REQUIRED. IF THESE CONDITIONS CANNOT BE MET, STATE AND SLC PUBLIC

UTILITIES APPROVAL IS REQUIRED. ADDITIONAL CONSTRUCTION MEASURES WILL BE

REQUIRED FOR THESE CONDITIONS.

I. SALVAGE -

ALL METERS MUST BE RETURNED TO PUBLIC UTILITIES, AND AT PUBLIC UTILITIES

REQUEST ALL SALVAGED PIPE AND/OR FITTINGS MUST BE RETURNED TO SLC PUBLIC

UTILTIES (483-6727) LOCATED AT 1530 SOUTH WEST TEMPLE.

J. SEWER MAIN AND LATERAL CONSTRUCTION REQUIREMENTS -

SLC PUBLIC UTILITIES MUST APPROVE ALL SEWER CONNECTIONS. ALL SEWER

LATERALS 6-INCHES AND SMALLER MUST TIE INTO THE MAINS PER SLC PUBLIC

UTILITIES REQUIREMENTS. ALL 8-INCH AND LARGER SEWER CONNECTIONS MUST BE

PETITIONED FOR AT PUBLIC UTILITIES (483-6762) AND CONNECTED AT A MANHOLE.

INSIDE DROPS IN MANHOLES ARE NOT ALLOWED. A MINIMUM 4-FOOT BURY DEPTH IS

REQUIRED ON ALL SEWER MAINS AND LATERALS. CONTRACTOR SHALL INSTALL

INVERT COVERS IN ALL SEWER MANHOLES WITHIN THE PROJECT AREA.

CONTRACTOR TO PROVIDE AIR PRESSURE TESTING OF SEWER MAINS IN

ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS AND SALT LAKE

CITY PUBLIC UTILITIES REQUIREMENTS. ALL PVC SEWER MAIN AND LATERAL TESTING

SHALL BE IN ACCORDANCE WITH UNI-BELL UN-B-6-98 RECOMMENDED PRACTICE FOR

LOW PRESSURE AIR TESTING OF INSTALLED SEWER PIPE. CONTRACTOR SHALL

PROVIDE SEWER LATERAL WATER TESTING AS REQUIRED BY THE SALT LAKE CITY

PUBLIC UTILITIES PROJECT ENGINEER OR INSPECTOR. A MINIMUM OF 9-FEET OF HEAD

PRESSURE IS REQUIRED AS MEASURED VERTICALLY FROM THE HIGH POINT OF THE

PIPELINE AND AT OTHER LOCATIONS ALONG THE PIPELINE AS DETERMINED BY THE

SLC PUBLIC UTILITIES PROJECT ENGINEER OR INSPECTOR. TESTING TIME WILL BE NO

LESS THAN AS SPECIFIED FOR THE AIR TEST DURATION IN TABLE I ON PAGE 12 OF

UNI-B-6-98. ALL PIPES SUBJECT TO WATER TESTING SHALL BE FULLY VISIBLE TO THE

INSPECTOR DURING TESTING. TESTING MUST BE PERFORMED

IN THE PRESENCE OF A SLC PUBLIC UTILITIES REPRESENTATIVE. ALL VISIBLE

LEAKAGE MUST BE REPAIRED TO THE SATISFACTION OF THE SLC PUBLIC UTILITIES

ENGINEER OR INSPECTOR.

K. WATER AND FIRE MAIN AND SERVICE CONSTRUCTION REQUIREMENTS -

SLC PUBLIC UTILITIES MUST APPROVE ALL FIRE AND WATER SERVICE CONNECTIONS.

A MINIMUM 3-FOOT SEPARATION IS REQUIRED BETWEEN ALL WATER AND FIRE

SERVICE TAPS INTO THE MAIN. ALL CONNECTIONS MUST BE MADE MEETING SLC

PUBLIC UTILITIES REQUIREMENTS. A 5-FOOT MINIMUM BURY DEPTH (FINAL GRADE TO

TOP OF PIPE) IS REQUIRED ON ALL WATER/FIRE LINES UNLESS OTHERWISE

APPROVED BY PUBLIC UTILITIES. WATER LINE THRUST BLOCK AND RESTRAINTS ARE

AS PER SLC APPROVED DETAIL DRAWINGS AND SPECIFICATIONS. ALL EXPOSED NUTS

AND BOLTS WILL BE COATED WITH CHEVRON FM1 GREASE PLUS MINIMUM 8 MIL

THICKNESS PLASTIC. PROVIDE STAINLESS STEEL NUTS, BOLTS AND WASHERS FOR

HIGH GROUNDWATER/ SATURATED CONDITIONS AT FLANGE FITTINGS, ETC.

ALL WATERLINES INSTALLATIONS AND TESTING TO BE IN ACCORDANCE WITH AWWA

SECTIONS C600, C601, C651, C206, C200, C900, C303 AWWA MANUAL M11 AND ALL

OTHER APPLICABLE AWWA, UPWS, ASTM AND ANSI SPECIFICATIONS RELEVANT TO

THE INSTALLATION AND COMPLETION OF THE PROJECT. AMENDMENT TO SECTION

C600 SECTION 4.1.1; DOCUMENT TO READ MINIMUM TEST PRESSURE SHALL NOT BE

LESS THAN 200 P.S.I. GAUGED TO A HIGH POINT OF THE PIPELINE BEING TESTED. ALL

MATERIALS USED FOR WATERWORKS PROJECTS TO BE RATED FOR 150 P.S.I.

MINIMUM OPERATING PRESSURE.

CONTRACTOR IS TO INSTALL WATER SERVICE LINES, METER YOKES AND/OR

ASSEMBLIES AND METER BOXES WITH LIDS LOCATED AS APPROVED ON THE PLANS

PER APPLICABLE PUBLIC UTILITIES DETAIL DRAWINGS. METER BOXES ARE TO BE

PLACED IN THE PARK STRIPS PERPENDICULAR TO THE WATERMAIN SERVICE TAP

CONNECTION. ALL WATER METERS, CATCH BASINS, CLEANOUT BOXES, MANHOLES,

DOUBLE CHECK VALVE DETECTOR ASSEMBLIES, REDUCED PRESSURE DETECTOR

ASSEMBLIES AND BACKFLOW PREVENTION DEVICES MUST BE LOCATED OUTSIDE OF

ALL APPROACHES, DRIVEWAYS, PEDESTRIAN WALKWAYS AND OTHER TRAVELED

WAYS UNLESS OTHERWISE APPROVED ON PLANS.

BACKFLOW PREVENTERS ARE REQUIRED ON ALL IRRIGATION AND FIRE SPRINKLING

TAPS PER PUBLIC UTILITIES AND SLC FIRE DEPARTMENT REQUIREMENTS.

CONTRACTORS SHALL INSTALL BACKFLOW PREVENTION DEVICES ON FIRE

SPRINKLER CONNECTIONS. DOUBLE CHECK VALVE ASSEMBLIES SHALL BE INSTALLED

ON CLASS 1, 2 AND 3 SYSTEMS. REDUCED PRESSURE PRINCIPLE VALVES SHALL BE

INSTALLED ON CLASS 4 SYSTEMS. ALL FIRE SPRINKLING BACKFLOW ASSEMBLIES

SHALL CONFORM TO ASSE STANDARD 1048, 1013, 1047 AND 1015. THE CONTRACTOR

SHALL BE RESPONSIBLE TO PERFORM BACKFLOW PREVENTION TESTS PER SALT

LAKE CITY STANDARDS AND SUBMIT RESULTS TO PUBLIC UTILITIES. ALL TESTS MUST

BE PERFORMED AND SUBMITTED TO PUBLIC UTILITIES WITHIN 10 DAYS OF

INSTALLATION OR WATER TURN-ON. BACKFLOW TEST FORMS ARE AVAILABLE AT

PUBLIC UTILITIES' CONTRACTS AND AGREEMENTS OFFICE.

BOTH PUBLIC AND PRIVATE SERVICE LINE MATERIALS MUST BE RECORDED WHEN

AVAILABLE THROUGH THE NORMAL SCOPE OF WORK.

LEAD SERVICE LINES, LEAD CONNECTORS I.E. PIGTAILS, SNOUTS, AND GOOSENECKS,

AND/OR GALVANIZED SERVICE LINES THAT IS OR WAS EVER DOWNSTREAM OF LEAD

PIPE MUST BE REMOVED AND REPLACED WITH APPROVED MATERIALS. THE CITY

MUST BE NOTIFIED WHEN THESE MATERIALS ARE DISCOVERED IMMEDIATELY.

FOLLOW UP IS REQUIRED FOR ANY OF THESE REPLACEMENTS BEFORE SERVICE IS

RESTORED. REQUIREMENTS INCLUDE: PROVIDE FLUSHING INSTRUCTIONS TO THE

CUSTOMER, DELIVERY OF A FILTER APPROVED TO REMOVE LEAD, AND PROVIDE

NOTIFICATIONS INDICATING THE HEALTH EFFECTS OF LEAD AND STEPS TO MITIGATE

LEAD IN DRINKING WATER.

L. GENERAL WATER, SEWER AND STORM DRAIN REQUIREMENTS -

ALL WATER, FIRE AND SEWER SERVICES STUBBED TO A PROPERTY MUST BE USED

OR WATER AND FIRE SERVICES MUST BE KILLED AT THE MAIN AND SEWER LATERALS

CAPPED AT THE SEWER MAIN PER PUBLIC UTILITIES REQUIREMENTS. ALLOWABLE

SERVICES TO BE KEPT WILL BE AS DETERMINED BY THE PUBLIC UTILITIES PROJECT

ENGINEER. ALL WATER AND FIRE SERVICE KILLS AND SEWER LATERAL CAPS ARE TO

BE KILLED AND CAPPED AS DETERMINED AND VISUALLY VERIFIED BY THE ON-SITE

PUBLIC UTILITIES INSPECTOR.

ALL MANHOLES, HYDRANTS, VALVES, CLEAN-OUT BOXES, CATCH BASINS, METERS,

ETC. MUST BE RAISED OR LOWERED TO FINAL GRADE PER PUBLIC UTILITIES

STANDARDS AND INSPECTOR REQUIREMENTS. CONCRETE COLLARS MUST BE

CONSTRUCTED ON ALL MANHOLES, CLEANOUT BOXES, CATCH BASINS AND VALVES

PER PUBLIC UTILITIES STANDARDS. ALL MANHOLE, CATCH BASIN, OR CLEANOUT BOX

CONNECTIONS MUST BE MADE WITH THE PIPE CUT FLUSH WITH THE INSIDE OF THE

BOX AND GROUTED OR SEALED AS REQUIRED BY THE PUBLIC UTILITIES INSPECTOR.

ALL MANHOLE, CLEANOUT BOX OR CATCH BASIN DISCONNECTIONS MUST BE

REPAIRED AND GROUTED AS REQUIRED BY THE ON-SITE PUBLIC UTILITIES

INSPECTOR.

CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTER THE

NEW OR EXISTING PIPE DURING CONSTRUCTION. UTILITY TRENCHING, BACKFILL, AND

PIPE ZONE AS PER SLC PUBLIC UTILITIES, "UTILITY INSTALLATION DETAIL."

M. STREETLIGHTS

ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT SALT

LAKE CITY STANDARDS AND N.E.C. (NATIONAL ELECTRICAL CODE. A STREET LIGHTING

PLAN SHOWING WIRING LOCATION, WIRING TYPE, VOLTAGE, POWER SOURCE

LOCATION, CONDUIT SIZE AND LOCATION SHALL BE SUBMITTED TO SALT LAKE CITY

AND BE APPROVED PRIOR TO CONSTRUCTION. NO DEVIATION OF STREETLIGHT, PULL

BOXES, CONDUITS, AND ETC. LOCATIONS SHALL BE PERMITTED WITHOUT PRIOR

WRITTEN APPROVAL FROM THE STREETLIGHT LIGHTING PROGRAM MANGER OR

HIS/HER REPRESENTATIVE.

STREETLIGHT POLES SHALL NOT BE INSTALLED WITHIN 5 FEET OF A FIRE HYDRANT.

THE LOCATION SHALL BE SUCH THAT IT DOES NOT HINDER THE OPERATION OF THE

FIRE HYDRANT AND WATER LINE OPERATION VALVES.

STREETLIGHTS AND STREETLIGHT POLES SHALL NOT BE INSTALLED WITHIN 5 FEET

FROM ANY TREE, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE STREET

LIGHTING PROGRAM MANAGER. BRANCHES MAY NEED TO BE PRUNED AS

DETERMINED BY THI INSPECTOR IN THE FIELD AT THE TIME OF INSTALLATION.

STREETLIGHTS SHALL NOT BE INSTALLED WITHIN 5 FEET FROM THE EDGE OF ANY

DRIVEWAY.

ANTI-SEIZE LUBRICANT SHALL BE USED ON ALL COVER BOLTS AND GROUND BOX

BOLTS.

ALL EXISTING STREET LIGHTING SHALL REMAIN OPERATIONAL DURING

CONSTRUCTION UNLESS APPROVED IN WRITING BY THE STREET LIGHTING PROGRAM

MANAGER.

IF APPROVED PLANS REQUIRE REMOVAL OF STREETLIGHT POLES DURING

CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE POLES WHILE

THEY ARE DOWN. THE POLES SHALL BE STORED IN A SECURE LOCATION AND RAISED

OFF THE GROUND. PICTURES SHALL BE TAKEN BEFORE THE POLES ARE REMOVED TO

DOCUMENT THE CONDITION OF THE POLES BEFORE THEY WERE REMOVED.

PICTURES SHALL BE SENT TO THE CITY. CONTRACTOR SHALL ENSURE THE POLES

ARE IN SIMILAR CONDITION WHEN RESTORED TO THEIR ORIGINAL LOCATIONS IF THE

APPROVED PLANS REQUIRE PERMANENT REMOVAL OF STREETLIGHT POLES THE

CONTRACTOR SHALL COORDINATE SALVAGE AND/OR DISPOSAL OF POLES, FIXTURES,

AND LIGHTS WITH THE STREET LIGHTING PROGRAM MANAGER.

ANY STRUCTURE SUCH AS BLOCK WALLS, CHAIN LINK FENCES, RETAINING WALLS,

ETC. SHALL LEAVE A MINIMUM OF EIGHTEEN (18) INCHES TO THE FACE OF THE

STREETLIGHT POLE ON ALL SIDES.

ALL SERVICE POINTS SHALL BE COORDINATED WITH ROCKY MOUNTAIN POWER AND

WHENEVER POSSIBLE BE LOCATED NEAR THE CENTER OF THE CIRCUIT. SERVICE

POINTS SHALL BE SHOWN ON THE PLANS WITH A SCHEMATIC FROM ROCKY

MOUNTAIN POWER. POLE LOCATIONS AS SHOWN ON THE APPROVED PLANS MAY BE

ADJUSTED IN THE FIELD BY THE STREET LIGHTING PROGRAM MANAGER A THE TIME

OF INSTALLATION AT NO ADDITIONAL COST TO THE CITY.

IT SHALL BE REQUIRED THAT IN THE ABSENCE OF AN EXISTING WORKABLE CIRCUIT

TO ATTACH TO, THAT ALL INSTALLATIONS SHALL REQUIRE A NEW SERVICE FOR

OPERATION OF THE CIRCUITS. IN THIS CASE THE DEVELOPER AND OR HIS ENGINEER

SHALL CONTACT ROCKY MOUNTAIN POWER FOR INSTALLATION OF NEW SERVICE.

WHENEVER THERE IS AN OVERHEAD UTILITY THAT MAY CONFLICT WITH THE

INSTALLATION OF THE STREETLIGHT CIRCUITS AND/OR STREETLIGHT POLES, THOSE

CONFLICTS MUST BE RESOLVED BETWEEN THE DEVELOPER AND THE UTILITIES

INVOLVED BEFORE THE STREETLIGHT BASES ARE CONSTRUCTED AT NO EXPENSE TO

THE CITY OR ROCKY MOUNTAIN POWER. THE RESOLUTION MUST BE APPROVED BY

THE CITY AND ROCKY MOUNTAIN POWER.

, S

Y, U

. P

SALT LAKE CITY PUBLIC UTILITIES GENERAL NOTES

, S

Y, U

. P

SALT LAKE CITY PUBLIC UTILITIES GENERAL NOTES

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

LB, ST

LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE:

SALT LAKE CITY

PUBLIC LANDS DEPARTMENT

1965 WEST 500 SOUTH

SALT LAKE CITY, UTAH 84104

02/13/2026

BID SET

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

PRK24002

02/13/2026

C H

O S

T, S

Y, U

NORTH

TREE PROTECTION

PLAN

TP101

TREE PROTECTION FENCE

SCALE:

1"=20'

10 20 40 80

TREE PROTECTION PLAN NOTES

A PROPERLY PLANNED, MANAGED, AND MAINTAINED URBAN FOREST

PROVIDES REAL AND SIGNIFICANT ECOLOGICAL, SOCIAL, PHYSICAL, AND

ECONOMIC BENEFITS INCLUDING:

A. IMPROVED AIR QUALITY THROUGH REMOVAL OF CARBON DIOXIDE,

DUST, AND OTHER AIRBORNE POLLUTANTS, AND THROUGH

PRODUCTION OF OXYGEN;

B. REDUCED ENERGY CONSUMPTION AND INCREASED LIVABILITY BY

MITIGATING EFFECTS OF THE URBAN HEAT ISLAND AND THE BUILT

ENVIRONMENT DUE TO SHADE AND ABSORBING HEAT FROM THE SUN;

C. ABSORBING STORM RUNOFF TO REDUCE THE AMOUNT OF WATER

ENTERING THE STORM DRAIN SYSTEM AND TO PROTECT WATER

QUALITY;

D. AESTHETICS;

E. HABITAT AND FOOD FOR ANIMALS AND INSECTS;

F. BENEFITS TO OVERALL SOIL HEALTH;

G. REDUCE THE IMPACT OF NOISE, LIGHT, AND OTHER SIMILAR IMPACTS

FROM ADJACENT LAND USES;

H. HEALTH AND PSYCHOLOGICAL BENEFITS OF BEING IN A VEGETATED

ENVIRONMENT;

THE PUBLIC TREES THAT MAKE UP THE CITY'S URBAN FOREST ARE

INVENTORIED ASSETS AND VITAL CITY INFRASTRUCTURE. ADDITIONALLY,

SALT LAKE CITY CODE REQUIRES PUBLIC TREES TO BE PRESERVED TO THE

MAXIMUM EXTENT POSSIBLE.

EXISTING PUBLIC TREES ADJACENT TO SITES UNDERGOING ANY

EXCAVATION, GRADING, DEMOLITION, UTILITY WORK OR CONSTRUCTION OF

A BUILDING, STRUCTURE, OR STREET ARE REQUIRED BY CITY CODE TO BE

PRESERVED AND PROTECTED. REMOVAL OF PUBLIC TREES FOR

DEVELOPMENT WILL ONLY BE ALLOWED IN RARE CASES WHERE THE URBAN

FORESTRY DIVISION, AT ITS DISCRETION, DETERMINES THAT TREE

PRESERVATION IS NOT POSSIBLE OR IS INCOMPATIBLE WITH THE PROPERTY

DEVELOPMENT.

PUBLIC TREES WILL BE REQUIRED TO HAVE A TREE PROTECTION PLAN IN

PLACE PRIOR TO THE START OF ANY EXCAVATION, GRADING, DEMOLITION,

UTILITY WORK OR CONSTRUCTION OF A BUILDING, STRUCTURE, OR STREET.

ALL TREES WILL HAVE A TREE PROTECTION ZONE (TPZ) ESTABLISHED PRIOR TO

ANY WORK AND MAINTAINED THROUGHOUT ALL PHASES OF DEVELOPMENT. THE

TPZ WILL BE 1 FOOT RADIUS FROM THE BASE OF THE TREE'S TRUNK FOR EACH 1

INCH OF THE TREE'S DIAMETER MEASURED AT 4.5 FEET ABOVE GRADE

(REFERRED TO AS DBH). IN ACCORDANCE WITH THE URBAN FORESTRY PLAN

REVIEW POLICY, ALL EXISTING TREES AND THE REQUIRED TPZ SHALL BE

SHOWN ON ALL PLANS. THE TPZ SHALL BE CLEARLY MARKED ON THE SITE

PLAN, DEMOLITION PLAN, LANDSCAPE PLAN, AND GRADING AND DRAINAGE

PLAN.

WHEN TREES ARE IN A PARKSTRIP, THE TPZ WILL BE THE ENTIRE LENGTH

OF THE PARKSTRIP FROM CURB TO SIDEWALK.

THE TPZ WILL BE DEFINED BY 6' TALL CHAIN LINK FENCING, WHICH WILL BE

ERECTED WITH FREE STANDING POSTS, NOT POSTS DRIVEN INTO THE ROOT

SYSTEM. EACH LINEAR SPAN OF FENCING SHALL HAVE THE URBAN

FORESTRY TREE PROTECTION ZONE SIGN LAMINATED ON 11" X 17" PAPER.

THE TPZ FENCING AND SIGNAGE WILL REMAIN UNTIL THE PROJECT IS

COMPLETE OR UNTIL URBAN FORESTRY HAS PROVIDED WRITTEN

AUTHORIZATION ALLOWING THE REMOVAL OF THE FENCING. THERE SHALL

BE NO ENTRY INTO THE TPZ WITHOUT WRITTEN AUTHORIZATION FROM THE

URBAN FORESTRY DIVISION.

THE TPZ SHALL NOT BE SUBJECTED TO PAVING, FILLING, EXCAVATION, OR

SOIL COMPACTION. NO MATERIALS SHALL BE STORED OR DISPOSED OF IN

THE TPZ AND NO PROTECTED TREE SHALL BE USED TO SUPPORT ANY

CONSTRUCTION MATERIALS, DEBRIS, FENCING, SCAFFOLDING, OR SIGNS.

MATERIAL WASHOUT AND CLEANING SHALL OCCUR IN SUCH A WAY THAT IT

DOES NOT ENTER THE TPZ.

THE FOLLOWING PROVISIONS APPLY TO AUTHORIZED WORK IN THE TREE

PROTECTION ZONE:

· THE TPZ EXTENDS 36" BELOW GROUND. ONLY TUNNELING OR BORING

WILL BE ALLOWED IN THE TPZ AND MUST BE AT A DEPTH OF 36 INCHES

MINIMUM. THE ACCESS PIT MUST BE LOCATED OUTSIDE OF THE TPZ. IF

THIS IS NOT FEASIBLE, WRITTEN AUTHORIZATION MUST BE OBTAINED

FROM URBAN FORESTRY PRIOR TO ALTERING THE TPZ.

· NO EQUIPMENT SHALL BE ALLOWED INSIDE THE TREE PROTECTION

ZONE. IF SPECIAL PROVISION FOR EXCAVATION IS APPROVED BY URBAN

FORESTRY, IT SHALL BE DONE BY HAND OR A SOIL VACUUM OR AIR

SPADE.

· SOD REMOVAL WITHIN A 10' RADIUS OF TREE TRUNKS IN TPZ TO BE

PERFORMED BY HAND. SOD CUTTER USE PERMITTED OUTSIDE OF THE

10' RADIUS OF EACH PRESERVED TREE TRUNK.

· USE TUNNELING OR BORING FOR IRRIGATION AND UTILITIES. IN THE

CASE OF ALL HARDSCAPE AND UTILITY WORK, NO ROOTS LARGER THAN

3" IN DIAMETER WILL BE CUT. SMALLER ROOTS WILL BE CUT CLEANLY

WITH A SAW. PROPER ACTION SHALL BE TAKEN TO PROTECT AND

PRESERVE THE ROOTS. ROOTS WILL NOT BE RIPPED OUT WITH A BACK

HOE.

· IN SITUATIONS WHERE A ROOT HAS BEEN DAMAGED, A CLEAN CUT

SHALL BE MADE ON THE ROOT AT THE EDGE OF THE TRENCH. ANY

EXPOSED CUT ROOTS WILL BE COVERED AS QUICKLY AS POSSIBLE TO

PREVENT THEM FROM DRYING OUT AND THE TREE SHOULD BE

WATERED IMMEDIATELY. IF TREE ROOTS ARE TO REMAIN EXPOSED FOR

MORE THAN FOUR TO SIX HOURS, THEY MUST BE COVERED WITH

BURLAP AND KEPT MOIST AT ALL TIMES.

· WHEN ENCOUNTERING ROOTS OVER 3" IN DIAMETER THE SALT LAKE

CITY URBAN FORESTRY DIVISION WILL BE CONSULTED PRIOR TO

CUTTING TO FIND SOME OTHER COURSE OF ACTION. ANY CUTTING OF

TREE ROOTS SHALL GIVE DUE CONSIDERATION TO FUTURE WELFARE OF

THE TREE.

PLEASE NOTE THE FOLLOWING:

· ANY PROPOSED PRUNING OF PUBLIC TREES MUST BE AUTHORIZED BY

THE URBAN FORESTRY DIVISION, VIA ISSUANCE OF A TREE WORK

PERMIT, IN ACCORDANCE WITH THE URBAN FORESTRY TREE WORK

PERMIT POLICY.

· TREE WORK PERMITS CAN BE APPLIED FOR ONLINE.

· NO PRUNING WILL BE ALLOWED THAT WILL COMPROMISE THE

AESTHETICS OR STRUCTURAL INTEGRITY OF A PRESERVED TREE IN

ORDER TO ACCOMMODATE DEVELOPMENT.

· IF ANY WORK IS REQUIRED WITHIN THE TPZ, A SITE CONSULTATION IS

REQUIRED WITH THE URBAN FORESTRY DIVISION. A MINIMUM OF 48

HOURS NOTICE MUST BE GIVEN PRIOR TO REQUEST FOR ONSITE

MEETINGS.

· LARGE AND EXTENSIVE PROJECTS MAY NECESSITATE THE

INVOLVEMENT AND OVERSIGHT OF AN INDEPENDENT CONSULTING

ARBORIST.

· IF TREES ARE DAMAGED OR DESTROYED, AS DETERMINED BY THE

URBAN FORESTRY DIVISION, DUE TO ANY CONSTRUCTION ACTIVITY, THE

PROPERTY OWNER WILL BE ASSESSED THE APPRAISED VALUE OF THE

TREES DAMAGED. UTAH STATE CODE ALLOWS FOR 3 TIMES THE

APPRAISED VALUE TO BE ASSESSED.

· SALT LAKE CITY CODE REQUIRES THE ADJACENT PROPERTY OWNER TO

IRRIGATE ALL PUBLIC PROPERTY TREES. IN ACCORDANCE WITH THE

URBAN FORESTRY PLAN REVIEW POLICY, AN IRRIGATION SCHEDULE

AND METHOD MUST BE PROVIDED. ALL PUBLIC AND PRIVATE PROPERTY

TREES MUST BE IRRIGATED THROUGHOUT DEMOLITION AND

CONSTRUCTION AT A MINIMUM OF 20 GALLONS TWICE WEEKLY.

· BEFORE ANY EXCAVATION CONTACT "BLUE STAKES" OR NOTIFY

APPROPRIATE UTILITY COMPANIES, AND COORDINATE WITH THE

GENERAL CONTRACTOR FOR THE LOCATION OF UTILITIES, SLEEVES,

CONDUITS, ETC.

TREE DIAMETER

2" 6" 24" 48"

TPZ DIAMETER

4' 12' 48' 96'

TREE PROTECTION ZONE

SUMMARY

TOTAL TREES THIS SITE 20

TOTAL TREES IN RIGHT-OF-WAY PARKSTRIP 13

TOTAL TREES THIS SITE TO BE PRESERVED 19

TOTAL TREES THIS SITE REMOVED

BY URBAN FORESTRY 1

TREE REMOVAL BY URBAN FORESTRY

LIMIT OF WORK

TREE REPLACEMENT NOTES

CITY CODE REQUIRES 2 CALIPER INCHES OF REPLACEMENT TREES FOR

EACH DBH OF SPECIMEN TREE REMOVED. THE CITY FORESTER HAS NOTED

THAT THE 11" DBH PINE ON THE NORTHEAST CORNER OF THE SITE IS DEAD.

PER CITY CODE, THE 11" OF SPECIMEN TREE BEING REMOVED;

REQUIRES: 22" TOTAL CALIPER INCHES OF REPLACEMENT TREES.

PROVIDED: 26" TOTAL CALIPER INCHES OF REPLACEMENT TREES.

W E

S T

N O

C H

G O

E E

SOUTH TEMPLE

TPTPTPTP

TPTP

TP TP TP TP TP TP TP TP TP TP TP

TPTPTPTPTPTP

TP TP TP

TPTPTPTPTPTPTP

TP TP TP TP

TPTPTP

TP TP TP TP TP TP TP

SOPHORA JAPONICA

CONDITION: GOOD

36" DIA.

ULMUS

CONDITION: FAIR

2" DIA.

SOPHORA JAPONICA

CONDITION: GOOD

11" DIA.

SOPHORA JAPONICA

CONDITION: GOOD

21" DIA.

ULMUS PUMILA

CONDITION: GOOD

28" DIA.

GYMNOCLADUS DIOICUS

CONDITION: GOOD

25" DIA.

GLEDITSIA TRIACANTHOS

CONDITION: GOOD

24" DIA.

GLEDITSIA TRIACANTHOS

CONDITION: GOOD

14" DIA.

GLEDITSIA TRIACANTHOS

CONDITION: GOOD

17" DIA.

PINUS NIGRA

CONDITION: GOOD

16" DIA.

PINUS NIGRA

CONDITION: GOOD

14" DIA.

PINUS NIGRA

CONDITION: DEAD - REMOVAL

BY URBAN FORESTRY

11" DIA.

ULMUS PUMILA

CONDITION: GOOD

50" DIA.

PLATANUS ACERIFOLIA

CONDITION: GOOD

29" DIA.

PLATANUS ACERIFOLIA

CONDITION: GOOD

27" DIA.

PLATANUS ACERIFOLIA

CONDITION: GOOD

31" DIA.

PLATANUS ACERIFOLIA

CONDITION: GOOD

18" DIA.

PLATANUS ACERIFOLIA

CONDITION: GOOD

26" DIA.

PINUS NIGRA

CONDITION: GOOD

15" DIA.

PINUS NIGRA

CONDITION: GOOD

10" DIA.

PINUS NIGRA

CONDITION: GOOD

13" DIA.

PINUS NIGRA

CONDITION: GOOD

17" DIA.

PINUS NIGRA

CONDITION: GOOD

13" DIA.

PINUS NIGRA

CONDITION: GOOD

08" DIA.

PINUS NIGRA

CONDITION: GOOD

16" DIA.

PINUS NIGRA

CONDITION: GOOD

13" DIA.

PINUS NIGRA

CONDITION: GOOD

13" DIA.

SOPHORA

JAPONICA

CONDITION: GOOD

24" DIA.

ULMUS PUMILA

CONDITION: GOOD

45" DIA.

ULMUS PUMILA

CONDITION: GOOD

40" DIA.

ZELKOVA

CONDITION: GOOD

2" DIA.

ZELKOVA

CONDITION: GOOD

2" DIA.

ULMUS

CONDITION: GOOD

2" DIA.

(ADJACENT PROPERTY)

ULMUS

(ADJACENT PROPERTY)

ULMUS

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

LB, ST

LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE:

SALT LAKE CITY

PUBLIC LANDS DEPARTMENT

1965 WEST 500 SOUTH

SALT LAKE CITY, UTAH 84104

02/13/2026

BID SET

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

PRK24002

02/13/2026

C H

O S

T, S

Y, U

TREE PROTECTION

NOTES

TP501ROOT PROTECTION IN UTILITY TRENCH (SLC STANDARD)

P-MAD-55

1 ESTABLISHING A TREE PROTECTION ZONE (TPZ) (SLC STANDARD)

P-MAD-190

TREE PROTECTION ZONE SIGNAGE INSTRUCTIONS

REPRODUCE THIS SIGN ON AN 11X17 SHEET OF PAPER ENOUGH TIMES THAT IT CAN BE

PLACED ON EACH OF THE 6' CHAIN LINK FENCE PANELS USED TO DELINEATE THE TREE

PROTECTION ZONE.

FILL IN THE NAME OF THE CONSTRUCTION COMPANY RESPONSIBLE TO MAINTAIN THE

TREE PROTECTION ZONE DURING ALL CONSTRUCTION ACTIVITY.

FILL IN APPROVED BUILDING PERMIT NUMBER AND CONSTRUCTION SITE ADDRESS.

PLASTIC LAMINATE THE SIGNS FOR WEATHER RESISTANCE.

AFFIX THE FILLED IN AND LAMINATED SIGNS TO THE TREE PROTECTION FENCING

USING ZIP OR TWIST TIES.

PLACE SIGN AT REGULAR INTERVALS ON ALL SIDES OF FENCING FOR MAXIMUM

VISIBILITY.

PLACE SIGN ON FENCING SO IT IS VISIBLE TO CONSTRUCTION PERSONNEL AND FROM

THE STREET.

KEEP THE SIGN IN READABLE CONDITION FOR THE ENTIRE DURATION OF THE PROJECT.

FOR INFORMATION ON THESE REQUIREMENTS CONTACT SALT LAKE CITY URBAN

FORESTRY AT 801-972-7818.

INSTRUCCIONES PARA LA ZONA DE PROTECCIÓN DE ÁRBOLES

HAGA SUFICIENTES COPIAS DE ESTE AVISO (HOJAS TAMAÑO 11X17) PARA COLOCARLAS

EN CADA PANEL DE LA VALLA DE 6 PIES QUE SE USE PARA DELIMITAR LA ZONA DE

PROTECCIÓN DE ÁRBOLES.

COMPLETE EL NOMBRE DE LA COMPAÑÍA CONSTRUCTORA RESPONSABLE DE

MANTENER LA ZONA DE PROTECCIÓN DE ÁRBOLES DURANTE LA CONSTRUCCIÓN.

INCLUYA EL NÚMERO DE PERMISO DE CONSTRUCCIÓN APROBADO Y LA DIRECCIÓN DEL

LUGAR. PLASTIFIQUE LOS AVISOS PARA QUE SEAN RESISTENTES A LA INTEMPERIE.

FIJE LOS AVISOS COMPLETOS Y PLASTIFICADOS EN LA VALLA DE PROTECCIÓN DE

ÁRBOLES USANDO PRECINTOS DE PLÁSTICO O ALAMBRE.

COLOQUE LOS AVISOS DE MANERA UNIFORME ALREDEDOR DE TODA LA VALLA PARA

QUE PUEDAN VERSE DESDE CUALQUIER LUGAR.

ASEGÚRESE DE QUE LOS AVISOS SEAN VISIBLES TANTO PARA EL PERSONAL DE OBRA

COMO DESDE LA CALLE.PROCURE QUE LOS AVISOS SE MANTENGAN LEGIBLES DURANTE

TODO EL PROYECTO.

PARA OBTENER INFORMACIÓN SOBRE ESTOS REQUISITOS, LLAME A LA DIVISIÓN DE

BOSQUES DE SALT LAKE CITY AL 801-972-7818.

A.C.

L.B/S.T.

LANDMARK DESIGN, 2025

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE:

LANDSCAPE ARCHITECTURE

& PLANNING

Artspace Solar Gardens 850 South 400 West : Studio 104

Salt Lake City, Utah 84101

(801) 474-3300

SALT LAKE CITY

PUBLIC LANDS DEPARTMENT

1965 WEST 500 SOUTH

SALT LAKE CITY, UTAH 84104

3/31/2025

40%

CONSTRUCTION

DOCUMENTS

NOT FOR

CONSTRUCTION

C-100

EXISTING CONDITIONS

PLAN

SCALE

RO%ERT

DAN SU

ETTS A FO UT

NOIS

LA:

SCALE

70%

08/28/2025

100%

DRAWN BY:

CHECKED BY:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE: 12/4/25

A.M.

K.P.

SALT LAKE CITY, UTAH 84104

BID SET

02/13/2026

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

LB, ST

LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE:

SALT LAKE CITY

PUBLIC LANDS DEPARTMENT

1965 WEST 500 SOUTH

SALT LAKE CITY, UTAH 84104

02/13/2026

BID SET

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

PRK24002

02/13/2026

C H

O S

T, S

Y, U

NORTH

DEMOLITION PLAN

LD101

TREE PROTECTION FENCE

DEMOLITION NOTES:

1. PRIOR TO PERFORMING ANY WORK OR STAGING MATERIALS OR

EQUIPMENT IN THE PUBLIC WAY, A PERMIT TO WORK IN THE

PUBLIC WAY MUST BE OBTAINED BY A STATE LICENSED, CITY

BONDED AND INSURED CONTRACTOR. CONTRACTOR MUST SUBMIT

'PUBLIC WAY PERMIT' APPLICATION FOR STAGING, EXCAVATION,

SIDEWALK CLOSURE, AND WORK WITHIN PARKSTRIPS TO SLC

ENGINEERING DEPARTMENT. ADD NOTE ON APPLICATION THAT IT IS

A CITY PROJECT. PERMITS AVAILABLE AT SLC.GOV OR IN PERSON

AT 349 S 200 E, SUITE 100.

2. CONTRACTOR TO SUBMIT 'TRAFFIC CONTROL PERMIT' APPLICATION

FOR SIDEWALK CLOSURE TO SLC TRANSPORTATION DEPARTMENT.

3. THE CONTRACTOR MUST EXAMINE THE SITE CONDITIONS UNDER

WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE OWNER'S

AUTHORIZED REPRESENTATIVE IN WRITING OF UNSATISFACTORY

CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN

CORRECTED.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR

WITH ALL GRADE DIFFERENCES, LOCATION OF WALKS, WALLS,

STRUCTURES, AND UTILITIES.

5. THE CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS NOT

SLATED FOR DEMOLITION THAT ARE DAMAGED BY THE WORK

PERFORMED AT NO EXPENSE TO THE OWNER.

6. BEFORE ANY DEMOLITION, EXCAVATION, OR DIGGING FOR ANY

REASON THE CONTRACTOR SHALL HAVE THE AREA 'BLUE STAKED'

AND CONTACT THE APPROPRIATE UTILITY COMPANIES.

7. THE CONTRACTOR WILL CONDUCT THE WORK IN SUCH A MANNER

TO PROTECT ALL UTILITIES FROM DAMAGES.

8. EXISTING TREES ARE NOT NOTED FOR DEMOLITION. ALL TREES

EXCEPT ONE (1), WHICH SHALL BE REMOVED BY URBAN

FORESTRY, SHALL BE PRESERVED THROUGHOUT CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE ANY

DAMAGED TREES AT NO EXPENSE TO THE OWNER. SEE TREE

PROTECTION PLAN (TP101) AND NOTES FOR DEMOLITION WITHIN

TREE PROTECTION ZONES.

9. ALL SOD REMOVAL WITHIN TREE PROTECTION ZONES TO BE

REMOVED MUST FOLLOW REQUIREMENTS IN THE TREE

PROTECTION PLAN.

10. MACHINERY MAY ONLY BE DRIVEN ON PAVED AREAS PRIOR TO

HARDSCAPE REMOVAL. OPERATORS TO BEGIN HARDSCAPE

REMOVAL ON THE INTERIOR OF THE SITE AND WORK OUTWARD,

NEVER ALLOWING MACHINERY TO COME INTO DIRECT CONTACT

WITH TREES OR TREE ROOTS.

11. REMOVED MATERIALS SHALL BE SALVAGED OR RECYCLED WHEN

POSSIBLE. SEND ONLY ITEMS THAT CANNOT BE REUSED/RECYCLED

TO LANDFILL.

12. POWER COMPANY, GAS COMPANY AND COMMUNICATION

COMPANIES ARE RESPONSIBLE FOR SUBMITTING DESIGN PLANS AS

REQUIRED BY TITLE 14 CHAPTER 32 OF THE REVISED ORDINANCES

OF SALT LAKE CITY FOR ALL PROPOSED WORK FOR THEIR

RESPECTIVE UTILITY LINES FOR THIS PROJECT IN OR ADJACENT TO

THE CITY ROW OR A PUBLIC UTILITIES ROW. PLAN REVIEWS ARE

REQUIRED BY THE SLCDPU UTILITY COORDINATOR AND THE CITY

ENGINEERING PUBLIC WAY PERMIT PLAN REVIEWER.

13. PROPOSED DRY UTILITY INSTALLATION AS SHOWN ON THE

SUBMITTED PLANS MUST BE REVIEWED AND APPROVED BY THE

SLCDPU UTILITY COORDINATOR, PRIOR TO INSTALLATION. POWER

COMPANY, GAS COMPANY, AND COMMUNICATION COMPANIES ARE

RESPONSIBLE FOR SUBMITTING DESIGN PLANS AS REQUIRED BY

TITLE 14 CHAPTER 32 OF THE REVISED ORDINANCES OF SALT LAKE

CITY FOR ALL PROPOSED WORK FOR THEIR RESPECTIVE UTILITY

LINES FOR THIS PROJECT IN OR ADJACENT TO THE CITY ROW OR A

PUBLIC UTILITIES ROW. PROOF OF SLCDPU UTILITY COORDINATOR

APPROVAL IS REQUIRED TO OBTAIN THE APPROPRIATE PERMITS

THROUGH SLC ENGINEERING TO WORK IN THE PUBLIC WAY.

PLEASE VERIFY THAT THIS WORK IS SUBMITTED FOR REVIEW TO

UTILITY.COORDINATOR@SLCGOV.COM.

14. ALL UTILITIES MUST MEET HORIZONTAL AND VERTICAL CLEARANCE

REQUIREMENTS, MEASURED FROM OUTSIDE TO OUTSIDE OF ALL

PIPES AND BOXES. WATER AND SEWER LINES REQUIRE 10 FEET

MINIMUM HORIZONTAL SEPARATION AND 18-INCH MINIMUM

VERTICAL SEPARATION. SEWER MUST MAINTAIN 5 FEET MINIMUM

HORIZONTAL SEPARATION AND 12-INCH VERTICAL SEPARATION

FROM ANY NON-WATER UTILITIES. WATER MUST MAINTAIN 3 FEET

MINIMUM HORIZONTAL SEPARATION AND 12-INCH VERTICAL

SEPARATION FROM ANY NON-SEWER UTILITIES. THESE

CLEARANCES APPLY OUTSIDE TO OUTSIDE OF PIPE AND ALL

VAULTS/BOXES. PLEASE PROVIDE DIMENSIONS ON THE PLAN

WHERE UTILITIES RUN PARALLEL AND ELEVATIONS WHERE

UTILITIES CROSS TO PROVE THAT THESE CLEARANCES ARE MET.

15. ALL PUBLIC STREET LIGHTS SHALL REMAIN OPERATIONAL

THROUGHOUT THE CONSTRUCTION OF THIS PROJECT. IF ANY

DAMAGE HAPPENS TO A STREET LIGHT, THE CONTRACTOR WILL BE

REQUIRED TO FIX THE STREETLIGHT TO MEET THE CURRENT SALT

LAKE CITY DEPARTMENT OF PUBLIC UTILITIES (SLCDPU)

STANDARDS AT THE OWNER'S EXPENSE.

16. CONTRACTOR TO REMOVE ALL ENGINEERED WOOD FIBER FROM

PLAYGROUND AND STORE ON-SITE FOR PICKUP. SLC PARKS

DEPARTMENT TO COMPLETE REMOVAL FROM SITE.

SCALE:

1"=20'

10 20 40 80

LIMIT OF WORK

W E

S T

N O

C H

G O

E E

SOUTH TEMPLE

TPTPTPTP

TPTP

TP TP TP TP TP TP TP TP TP TP TP

TPTPTPTPTPTP

TP TP TP

TPTPTPTPTPTPTP

TP TP TP TP

TPTPTP

TP TP TP TP TP TP TP

TREE TO BE REMOVED BY

URBAN FORESTRY- TREE

REMOVAL IS NOT IN CONTRACT.

SEE TREE PROTECTION PLAN

AND DETAILS.

D-105

D-112

D-105

D-111

D-102

D-110

D-105

D-109

D-108

D-105

D-103

D-102

D-101

D-103

D-101

D-102

D-112

D-106

D-108

D-102

D-106

D-101

D-103

D-102

D-103

D-109

D-108

D-109

D-105

D-107D-112

D-112

D-105

D-105 D-105

D-105

D-113

D-112

D-115

D-114

D-109

D-112

D-105

D-112 D-105

D-112

D-102

SEE CIVIL

DRAWINGS

FOR

CONCRETE

DEMOLITION

IN THIS AREA

D-103

D-117

D-116

SYMBOL CODE DESCRIPTION QTY

DEMOLITION

ASPHALT TO BE REMOVED 6,021 sf

CONCRETE TO BE REMOVED 2,817 sf

CURB TO BE REMOVED 382 lf

LAWN TO BE REMOVED 33,970 sf

FENCE TO BE REMOVED

ENGINEERED WOOD FIBER SURFACING -

SALVAGE TO OWNER

2,765 sf

OVERHEAD POWERLINE TO BE REMOVED

POWER/LIGHT POLE TO BE REMOVED

PARK SIGN AND COLUMNS TO BE REMOVED

METAL SIGN TO BE REMOVED - SALVAGE TO

OWNER

EXISTING LAWN TO REMAIN 34,155 sf

BOLLARD TO BE REMOVED

PLAYGROUND INFORMATION SIGN -

PRESERVE AND RELOCATE ON-SITE, N.I.C.

EXISTING PLAY EQUIPMENT - PRESERVE AND

RELOCATE ON-SITE, N.I.C.

EXISTING PLAY EQUIPMENT TO REMAIN

EXISTING POWER/LIGHT POLE TO REMAIN

D-101

D-102

D-103

D-105

D-106

D-107

D-108

D-109

D-110

D-111

D-112

D-113

D-114

D-115

D-116

D-117

DEMOLITION NOTES SCHEDULE

PROPERTY LINE

PLAN VIEWPLAN VIEW

PLAN VIEW

8243016

LANDMARK DESIGN, 2025

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE:

LANDSCAPE ARCHITECTURE

& PLANNING

Artspace Solar Gardens 850 South 400 West : Studio 104

Salt Lake City, Utah 84101

(801) 474-3300

SALT LAKE CITY

PUBLIC LANDS DEPARTMENT

1965 WEST 500 SOUTH

SALT LAKE CITY, UTAH 84104

02/13/2026

BID SET

No. 4821540

ANDREW D.

MORAN

R E

G I

S T

E R

E D P R O F E S S I O N A L E N G

I N E

E R

STATE OF UTAH

C-300

GRADING & DRAINAGE

C H

G O

S T

R E

E T

E S

SOUTH TEMPLE SCALE

GRADING NOTES

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

LB, ST

LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE:

SALT LAKE CITY

PUBLIC LANDS DEPARTMENT

1965 WEST 500 SOUTH

SALT LAKE CITY, UTAH 84104

02/13/2026

BID SET

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

PRK24002

02/13/2026

C H

O S

T, S

Y, U

NORTH

SOIL AND

SUBGRADE PLAN

LS101

SOIL AND SUBGRADE PREP NOTES:

1. REFER TO TREE PROTECTION PLAN NOTES BEFORE

PERFORMING ANY WORK ON SOIL. HAND-DIGGING REQUIRED IN

TPZ AREAS.

2. ALL PLANTING AREAS, EXCEPT TREE PROTECTION AREAS, SHALL

RECEIVE 2.5" COMPOST PER SEC. 329100 RIPPED AND MIXED

UNDERNEATH TOPSOIL. SEE LEGEND FOR PLANTING SOIL

DEPTHS IN SPECIFIC AREAS.

3. KEEP TOP OF MULCH 1" BELOW FINISH GRADE IN BEDS.

4. REMOVE COBBLE, ROCKS, CONCRETE, ASPHALT, TRASH, OR

OTHER DEBRIS OVER 1" IN DIAMETER FROM ALL PLANTING

AREAS.

5. ALL PLANTING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES

SHALL RECEIVE FULL SUBGRADE PREPARATION INCLUDING

COMPOST AMENDMENTS AND BE PLANTED TO MATCH ADJACENT

AREAS AS DETERMINED BY OWNER'S AUTHORIZED

REPRESENTATIVE.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARITY WITH

ALL UNDERGROUND UTILITIES, PIPES, AND STRUCTURES.

CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY

COST INCURRED DUE TO DAMAGE OF SAID UTILITIES.

7. BEFORE ANY EXCAVATION CONTACT "BLUE STAKES" OR NOTIFY

APPROPRIATE UTILITY COMPANIES, AND COORDINATE WITH THE

GENERAL CONTRACTOR FOR THE LOCATION OF UTILITIES,

SLEEVES, CONDUITS, ETC.

TREE PROTECTION FENCETP

SCALE:

0 80402010

1"=20'

LIMIT OF WORK

W E

S T

N O

C H

G O

E E

SOUTH TEMPLE

TPTPTPTP

TPTP

TP TP TP TP TP TP TP TP TP TP TP

TPTPTPTPTPTP

TP TP TP

TPTPTPTPTPTPTP

TP TP TP TP

TPTPTP

TP TP TP TP TP TP TP

12"

17"

A-104

A-101

A-103

A-102

A-103

A-102

A-104

A-103

A-104

A-103

A-104

A-103

A-101

17"

16"

A-103

NOTE: DOG PARK SURFACE MATERIAL DEPTH

IN TPZ IS DEPENDENT ON TREE ROOT

PRESENCE. FOLLOW REQUIREMENTS ON TREE

PROTECTION PLAN.

+0" - +4"

A-105

5" 5" 5" 5" 5" 5"

5"5" 5"

SYMBOL CODE DESCRIPTION QTY

12" DEPTH PLAYGROUND SURFACING 3,680 sf

DOG SURFACING - 6" DRAIN AGGREGATE

+ 10" SURFACING MATERIAL

5,178 sf

12" PLANTING SOIL + 4" MULCH, SET 1"

BELOW FINISH GRADE

6,920 sf

4" DEPTH MULCH SET 1" BELOW FINISH

GRADE

15,150 sf

LEVELLING AND SOD REPLACEMENT -

MAXIMUM 4" SOIL DEPTH ADDITION IN

LOWEST AREA WITH SOD ON TOP TO

BETTER MATCH SURROUNDING GRADE.

DO NOT EXCAVATE. ADDITIVE SOIL ONLY.

1,318 sf

A-101

A-102

A-103

A-104

A-105

SOIL AND SUBGRADE PREP SCHEDULE

12"

16"

17"

+0" - +4"

AVERAGE DEPTH TO

SUBGRADE, TYP.

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

LB, ST

LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE:

SALT LAKE CITY

PUBLIC LANDS DEPARTMENT

1965 WEST 500 SOUTH

SALT LAKE CITY, UTAH 84104

02/13/2026

BID SET

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

PRK24002

02/13/2026

C H

O S

T, S

Y, U

NORTH

SITE/MATERIALS

PLAN

LS102

TREE PROTECTION FENCE

SITE AND MATERIALS NOTES:

1. PRIOR TO PERFORMING ANY WORK OR STAGING

MATERIALS OR EQUIPMENT IN THE PUBLIC WAY, A

PERMIT TO WORK IN THE PUBLIC WAY MUST BE

OBTAINED BY A STATE LICENSED, CITY BONDED AND

INSURED CONTRACTOR. PERMITS AVAILABLE AT

SLC.GOV OR IN PERSON AT 349 S 200 E, SUITE 100.

2. THE CONTRACTOR MUST EXAMINE THE SITE

CONDITIONS UNDER WHICH THE WORK IS TO BE

PERFORMED AND NOTIFY THE OWNER'S AUTHORIZED

REPRESENTATIVE IN WRITING OF ANY

UNSATISFACTORY CONDITIONS. DO NOT PROCEED

UNTIL CONDITIONS HAVE BEEN CORRECTED.

3. BEFORE ANY EXCAVATION CONTACT "BLUE STAKES" OR

NOTIFY APPROPRIATE UTILITY COMPANIES, AND

COORDINATE WITH THE GENERAL CONTRACTOR FOR

THE LOCATION OF UTILITIES, SLEEVES, CONDUITS, ETC.

4. THE CONTRACTOR MUST COORDINATE WITH ALL

OTHER ASSOCIATED TRADES TO BEST FACILITATE

PROGRESS ON THE JOB.

5. THE CONTRACTOR IS RESPONSIBLE FOR FINISH GRADE

ELEVATIONS IN LANDSCAPED AREAS. COORDINATE

WITH GENERAL CONTRACTOR FOR ROUGH GRADING

ELEVATIONS. ALLOW FOR 4" OF MULCH IN PLANTING

BEDS.

6. SEE SECTION 32 33 00 FOR SITE FURNISHING.

7. EXISTING TREES TO REMAIN SHALL BE PROTECTED SEE

SPECIFICATION TEMPORARY TREE AND PLANT

PROTECTION SECTION 01 56 39.

8. SOIL PREPARATION AND PLANTING SOIL NOT REQUIRED

TO FULL DEPTH IN THE TREE PROTECTION AREAS.

COORDINATE WITH CITY FORESTER ON SOIL AND

PLANT PLACEMENT IN EACH TREE PROTECTION AREA.

EACH AREA MAY HAVE UNIQUE REQUIREMENTS.

SCALE:

1"=20'

10 20 40 80

LIMIT OF WORK

8243016

W E

S T

N O

C H

G O

E E

SOUTH TEMPLE

SDVT

TPTPTPTP

TPTP

TP TP TP TP TP TP TP TP TP TP TP

TPTPTPTPTPTP

TP TP TP

TPTPTPTPTPTPTP

TP TP TP TP

TPTPTP

TP TP TP TP TP TP TP

TYP.

S-101

S-119

S-110

S-132

S-134

S-101

S-114

S-124

S-127

S-125

S-122

S-126

S-124

S-101

S-128

S-127

S-104

S-127

S-125

S-126

S-124

S-122

S-128

S-108

S-109

S-120

S-134

S-110

S-120

S-134

S-111

S-112

S-129

S-130

S-128

S-106

S-117

S-118

S-112

S-134

S-135

S-104

S-111

S-114

S-112

S-113

S-123

S-121

S-104

S-131

S-137

S-138

S-140

S-141

S-109

S-133 S-133

S-139

S-134

S-112

S-104

S-121

S-129

S-128

S-105

S-102

S-107 S-143

TYP.

S-116

S-115S-115

S-148

S-130

S-128 S-149

S-113

S-102

S-144

S-142

S-144

S-136

S-150

NO FENCE IN FRONT

OF PROPERTY LINE

S-104

BASKETBALL COURT FENCE POSTS WITH MOW STRIP TO BE

INSTALLED ADJACENT TO POST-TENSIONED COURT PRIOR TO COURT

CONSTRUCTION. CONTRACTOR TO ENSURE TRADES ARE

COORDINATED. MAINTAIN 6" MIN. BETWEEN FENCE POSTS AND EDGE

OF COURT.

S-104

S-154TYP.

S-154

S-154 TYP.

S-154

S-111

S-114

S-155

S-104

S-145

S-146

S-147

S-151

SYMBOL CODE DESCRIPTION QTY DETAIL

PLANTING AREA, SEE SOIL

PREPARATION PLAN

20,659 sf

5/LP501

6" WIDE X 12" DEEP CONCRETE

SAFETY SURFACING CURB

132 lf 7/LS503

ACID ETCH CONCRETE PLAZA 2,176

1/LS501

CONCRETE FLATWORK 9,150

1/LS501

EXISTING CONCRETE SIDEWALK

TO REMAIN

POST-TENSIONED BASKETBALL

HALF-COURT

2,436 sf

1/LS503

ADJUSTABLE BASKETBALL

STANDARD

SYNTHETIC TURF SAFETY

SURFACING - N.I.C.

3,369 sf

6/LS503

EXISTING PLAYGROUND

EQUIPMENT

BIKE RACK

PICNIC TABLE

2'-4' NATURALLY FLAT BOULDER

SEATING

4/LS503

6' BENCH, BACKED 6 9/LS501

6' BENCH, BACKLESS 9/LS501

15' ALUMINUM BENCH 2

CONCRETE CORNHOLE BOARD 4

CORNHOLE COURT 1/LS504

CONCRETE PING PONG TABLE

84"X 18" PARK MONUMENT SIGN 1 5/LS502

24"X36" SECONDARY PARK SIGN 2 6/LS502

18"X24" DOG PARK REGULATIONS

SIGN ATTACHED TO FENCE

3 7/LS502

DOG PARK SURFACING 79.8 cy 5/LS501

DRINKING FOUNTAIN WITH DOG

BOWL AND SUMP DRAIN

1 8/LS502

DOG WASTE STATION 10/LS502

DOG PLAY EQUIPMENT -

ELLIPTICAL CONCRETE PIPE, SIZE

VARIES

6/LS501

FALSE HYDRANT 9/LS502

4' HT. X 4' WIDTH DOG AREA GATE 4/LS502

4' HT. CHAIN-LINK FENCE, BLACK 637 lf 7/LS501

12' HT. CHAIN-LINK BASKETBALL

FENCE

59 lf 7/LS501

8' HT. CHAIN-LINK FENCE, BLACK 24 lf 7/LS501

6' HT. CHAIN-LINK FENCE, BLACK 150 lf 7/LS501

6" DEEP BY 12" WIDE CONCRETE

MOW CURB

270 lf 4/LS501

EXISTING TREE TO REMAIN

DESIGNATED WASTE BIN

LOCATION - BIN PROVIDED BY

OWNER

3/LS504

S-101

S-102

S-103

S-104

S-105

S-106

S-107

S-108

S-109

S-110

S-111

S-112

S-113

S-114

S-115

S-116

S-117

S-118

S-119

S-120

S-121

S-122

S-123

S-124

S-125

S-126

S-127

S-128

S-129

S-130

S-131

S-132

S-133

S-134

SITE SCHEDULE

1-3/LS503

1,3, 1,3, 2, 3, 3, 3, 3, CONCRETE TABLE AND CHAIRS

EMBANKMENT SLIDE ON P.I.P.

SURFACING - N.I.C.

PLAY STEPPER 'A' - HEIGHT

VARIES, 6"-32" - N.I.C.

PLAY STEPPER 'B' -

DOUBLE-STEPPER - N.I.C.

PLAY STEPPER 'C' - 16" HEIGHT

WOBBLE - N.I.C.

SPINNER - POWDER COAT METAL -

N.I.C.

MULTI-USER SEE-SAW - N.I.C. /

P.I.P PLAY SURFACING MOUND -

N.I.C.

296 sf

JUMP HEIGHT POLE - N.I.C. 2/LS504

EXISTING PLAY EQUIPMENT IN

NEW LOCATION - N.I.C.

1/LS505

CAJON DELUXE WITH WOODEN

SEAT TOP

SMALL BABEL DRUM - C MAJOR

HANDPIPES

DRINKING FOUNTAIN WITH SUMP

DRAIN

1 8/LS502

BOLLARD 8/LS501

THICKENED EDGE CONCRETE 128 lf 5/LS503

WASTE BIN ANCHOR POLE 6 3/LS504

PROPOSED SITE LIGHTING - SEE

ELECTRICAL DRAWINGS

PROPOSED ELECTRICAL HOOKUP -

SEE ELECTRICAL DRAWINGS

S-135

S-136

S-137

S-138

S-139

S-140

S-141

S-142

S-143

S-144

S-145

S-146

S-147

S-148

S-149

S-150

S-151

S-154

S-155

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

LB, ST

LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

DATE:

SALT LAKE CITY

PUBLIC LANDS DEPARTMENT

1965 WEST 500 SOUTH

SALT LAKE CITY, UTAH 84104

02/13/2026

BID SET

STAT E OF UTAH

LANDSCAP E A

RCH

I T

E C

LISA M.

BENSON

NO.

5198020

PRK24002

02/13/2026

C H

O S

T, S

Y, U

NORTH

SITE LAYOUT PLAN

LS103

LAYOUT…

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 Jun 8, 2026.