2-PRK24002 Drawings.pdf

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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.

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 PROVDE 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 UTILITIES 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 UTILTIES (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 WATER MAIN 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 PREVENTORS 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 THE 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.

SALT LAKE CITY PUBLIC UTILITIES - GENERAL NOTES

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SALT LAKE CITY PUBLIC UTILITIES - GENERAL NOTES

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LANDMARK DESIGN, 2025

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

COPYRIGHT:

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

2/13/26

BID SET

A.M.

K.P.

SCALE

EXISTING

CONDITIONS

PLAN

C-100

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9679988

ROBERT

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DAN SU

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TREE TO BE REMOVED

TREE PROTECTION FENCE

TREE PROTECTION ZONE

LIMIT OF WORK

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ST

DOWNINGTON AVE.

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TILIA CORDATA

10" DIA.

CONDITION: DEAD - TO BE REMOVED AND REPLACED BY URBAN FORESTRY

TILIA TOMENTOSA

14" DIA.

CONDITION: GOOD -

PROTECT AND KEEP

ZELKOVA SERRATA

17" DIA.

CONDITION: GOOD -

PROTECT AND KEEP

MALUS SYLVESTRIS

16" DIA.

CONDITION: POOR -

TO BE REMOVED

QUERCUS ROBUR

13" DIA.

CONDITION: GOOD -

PROTECT AND KEEP

TILIA CORDATA

12" DIA.

CONDITION: GOOD -

PROTECT AND KEEP

CLUSTER OF 3 LIVE 'VOLUNTEER' ELMS AND TRUNKS

CONDITION: GROWN INTO CHAIN-LINK FENCE -

LIVE ELMS AND ALL REMAINING TRUNKS TO BE

REMOVED. NO REQUIREMENT TO REPLACE.

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TILIA CORDATA

11" DIA.

CONDITION: GOOD -

PROTECT AND KEEP

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TILIA TOMENTOSA

15" DIA.

CONDITION: GOOD -

PROTECT AND KEEP

TREE PROTECTION FENCE

AILANTHUS ALTISSIMA

CONDITION: GOOD -

ON NEIGHBORING PROPERTY

QUERCUS ROBUR

18" DIA.

CONDITION: GOOD -

PROTECT AND KEEP

TREE PROTECTION FENCE

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LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

COPYRIGHT:

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

PRK24002

STAT E OF UTAH

L

IC

EN

S

ED

LANDSCAP E A

RCH

I T

E C

T

LISA M.

BENSON

NO.

5198020

02/1 3/20

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.

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

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 MUST

BE PREPARED, APPROVED AND 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, OR 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.

· 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.

TREE DIAMETER

2" 6" 24" 48"

TPZ DIAMETER

4' 12' 48' 96'

TREE PROTECTION PLAN

TP-101

SUMMARY

TOTAL EXISTING TREES 10 + ELM CLUSTER

TOTAL TREES TO BE PRESERVED 8

TOTAL TREES TO BE REMOVED 2

'VOLUNTEER' TREES TO BE REMOVED ELM CLUSTER

TOTAL TREES ADDED 18

TOTAL TREES EXISTING AND ADDED 26

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 16" DBH LINDEN ON THE SOUTH

END OF THE SITE IS DEAD AND THAT THE 10" DBH SILVER MAPLE

ON THE WEST SIDE OF THE SITE IS IN POOR CONDITION DUE TO

POOR GROWTH STRUCTURE. THE CITY FORESTER INDICATED

THAT THE SILVER MAPLES ALONG THE EAST FENCELINE DO NOT

NEED TO BE REPLACED.

PER CITY CODE, THE 26" TOTAL OF SPECIMEN TREES BEING

REMOVED WOULD REQUIRE A TOTAL OF 52" OF CALIPER

REPLACEMENT TREES. AS SHOWN ON THE PLANTING PLAN (SHEET

LP-101), 31.5" TOTAL INCHES OF REPLACEMENT TREES ARE BEING

PROVIDED. SPACE IS INCREDIBLY LIMITED ON SITE. EXISTING

TREES AND THE INTENDED FUNCTION OF THE PARK ALSO LIMIT

THE NUMBER OF TREES THAT CAN BE PLANTED ON SITE.

0 4 8 16

SCALE: 1/8"=1'-0"TREE PROTECTION NOTES

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LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

COPYRIGHT:

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

PRK24002

STAT E OF UTAH

L

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S

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LANDSCAP E A

RCH

I T

E C

T

LISA M.

BENSON

NO.

5198020

02/1 3/20

ROOT PROTECTION IN UTILITY TRENCH (SLC STANDARD)

P-ID-189

ESTABLISHING A TREE PROTECTION ZONE (TPZ) (SLC STANDARD)2

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.

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.

TREE PROTECTION

DETAILS

TP-501

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TP TP

SYMBOL CODE DESCRIPTION QTY

EXISTING LAWN TO REMAIN 1,685 sf

EXISTING LAWN TO BE REMOVED AND

DISPOSED OF

6,129 sf

EXISTING CONCRETE FLATWORK TO BE

REMOVED AND DISPOSED OF

2,134 sf

EXISTING EDGING TO BE REMOVED AND

DISPOSED OF

101 lf

EXISTING CONCRETE TO REMAIN 24 sf

EXISTING PLANTING BED TO REMAIN 15 sf

TREE PROTECTION FENCE

EXISTING 6" VINYL COATED CHAIN LINK

FENCE TO BE REMOVED

65 lf

EXISTING FENCE TO REMAIN

EXISTING LIGHT POLE AND BASE TO BE

REMOVED- CITY TO SALVAGE PARTS

BEFORE REMOVAL

EXISTING PLAYGROUND EQUIPMENT TO BE

REMOVED AND DISPOSED OF. EXISTING

ENGINEERED WOOD FIBER SURFACING TO

BE SALVAGED TO OWNER.

1,918 sf

EXISTING FIRE HYDRANT TO REMAIN

EXISTING BENCH TO BE REMOVED

EXISTING PAVILION TO BE REMOVED

EXISTING BACKFLOW AND CONCRETE PAD

TO BE REMOVED

EXISTING TREE TO BE REMOVED - SEE

TREE PROTECTION PLAN

EXISTING TREE TO REMAIN, PROTECT IN

PLACE

D-101

D-102

D-103

D-104

D-105

D-106

D-107

D-108

D-109

D-110

D-111

D-112

D-113

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D-115

D-116

D-117

DEMOLITION SCHEDULE

B

EA

ST

DOWNINGTON AVE.

CAP AND PLUG THE EXISTING

SEWER LATERAL AT THE MAIN

PER SALT LAKE CITY PUBLIC

UTILITIES REQUIREMENTS. D-113

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EXISTING FENCE, TREES, AND

TRUNKS FROM TWO PREVIOUSLY

REMOVED TREES ON EAST

PROPERTY LINE TO BE REMOVED.

EXISTING TRUNKS AND TREES

ARE INTERTWINED WITH FENCE.

REMOVE SOD WITHIN 3'

OF EXISTING TREE TRUNK

D-109

D-116 D-110

D-108

D-112

D-110

D-115

D-116

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D-117

SS SS SS SS

D-110D-103 D-104

D-113

D-113

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D-102

D-103 D-102 D-101

D-117

TYP.

TYP.

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D-116

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LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

COPYRIGHT:

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

PRK24002

STAT E OF UTAH

L

IC

EN

S

ED

LANDSCAP E A

RCH

I T

E C

T

LISA M.

BENSON

NO.

5198020

02/1 3/20

DEMOLITION PLAN

LD-101

1. PRIOR TO PERFORMING ANY DEMOLITION, WORK, OR STAGING MATERIALS OR

EQUIPMENT ON SITE OR IN THE PUBLIC WAY, ALL APPLICABLE PERMITS SHALL

BE OBTAINED BY A STATE LICENSED, CITY BONDED AND INSURED

CONTRACTOR. A PERMIT TO WORK IN THE PUBLIC WAY MUST BE OBTAINED.

CONTRACTOR MUST SUBMIT 'PUBLIC WAY PERMIT' APPLICATION FOR STAGING,

EXCAVATION, SIDEWALK CLOSURE, AND WORK WITHIN PARKSTRIPS TO SLC

ENGINEERING DEPARTMENT. CONTRACTOR TO SUBMIT 'TRAFFIC CONTROL

PERMIT' APPLICATION FOR SIDEWALK CLOSURE TO SLC TRANSPORTATION

DEPARTMENT. CONTRACTOR TO OBTAIN ALL ADDITIONAL PERMITS REQUIRED.

ADD NOTE ON APPLICATIONS THAT IT IS A CITY PROJECT. PERMITS AVAILABLE

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

2. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR TO NOTIFY PARKS

DEPARTMENT SO THAT CITY STAFF CAN SALVAGE PARTS FROM EXISTING

LIGHT POLES BEFORE THE REMAINING COMPONENTS ARE REMOVED AS PART

OF DEMOLITION.

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.

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. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ANY

DAMAGE AT NO EXPENSE TO THE OWNER.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE ANY DAMAGED

TREES AT NO EXPENSE TO THE OWNER. SEE TREE PROTECTION PLAN (TP101),

TREE PROTECTION DETAILS (TP501) AND ASSOCIATED NOTES REGARDING

DEMOLITION AND CONSTRUCTION ACTIVITIES WITHIN TREE PROTECTION

ZONES.

10. THE DEMOLITION AND REMOVAL OF CONCRETE, CURBING, SOD, SOIL AND

OTHER EXISTING SITE MATERIALS AND FEATURES, WITHIN TREE PROTECTION

ZONES MUST FOLLOW REQUIREMENTS DESCRIBED IN THE TREE PROTECTION

PLAN AND DETAILS.

11. 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. PLANS FOR THE OPERATION

FO MACHINERY WITHIN THE TREE PROTECTION ZONES MUST BE SUBMITTED IN

WRITING AND APPROVED BY CITY REPRESENTATIVES PRIOR TO PROCEEDING

WITH SUCH ACTIVITIES.

12. DEMOLISHED AND REMOVED MATERIALS SHALL BE SALVAGED OR RECYCLED

WHEN POSSIBLE, AND PROVIDED TO CITY REPRESENTATIVES IF REQUESTED IN

NOTES IN THIS DRAWING. SEND ONLY ITEMS THAT CANNOT BE

REUSED/RECYCLED TO LANDFILL.

13. 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.

14. 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.

15. 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.

16. 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.

0 4 8 16

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E

DOWNINGTON AVE.

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LANDMARK DESIGN, 2025

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

COPYRIGHT:

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

2/13/26

BID SET

A.M.

K.P.

SCALE

GRADING &

DRAINAGE PLAN

C-300

GRADING NOTES

ABBREVIATIONS

18"

TPTPTPTPTPTPTP

EA

ST

DOWNINGTON AVE.

HWV

WV

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SS SS SS SS

S-103S-103S-103

S-101

S-103S-103

S-102

S-102

TREE PROTECTION FENCE

LIMIT OF WORK

TP

SYMBOL CODE DESCRIPTION QTY DETAIL

SITE

4" SAFETY SURFACING (NIC) + 8"

UTBC COMPACTED TO 95%

3,370 sf 3/LS-501

EXISTING SOIL + 2.5" OF COMPOST

TILLED IN + 4" MULCH, 1" BELOW

FINISHED GRADE

1,947 sf 3/LP-501

EXISTING SOIL + 4" MULCH, 1" BELOW

FINISH GRADE

2,279 sf 5/LP-501

2025-11-22 16:23

S-101

S-102

S-103

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LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

COPYRIGHT:

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

PRK24002

STAT E OF UTAH

L

IC

EN

S

ED

LANDSCAP E A

RCH

I T

E C

T

LISA M.

BENSON

NO.

5198020

02/1 3/20

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

RECEIVE 2.5" COMPOST PER SEC. 329100 RIPPED AND MIXED TO A DEPTH

OF AT LEAST 8". SEE LEGEND FOR PLANTING SOIL DEPTHS IN SPECIFIC

AREAS.

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

3. REMOVE COBBLES, ROCKS, CONCRETE, ASPHALT, TRASH, OR OTHER

DEBRIS OVER 1" IN DIAMETER FROM ALL PLANTING AREAS

4. 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.

5. 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

6. 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.

7. EXISTING TREES TO REMAIN SHALL BE PROTECTED PER TREE

PROTECTION PLAN.

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.

SOIL & SUBGRADE

PREPARATION PLAN

LS-100

SOIL PREPARATION NOTES

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SYMBOL CODE DESCRIPTION QTY DETAIL

LANDSCAPE

CONCRETE FLATWORK 2,547

sf

7/LS-501

CONCRETE SEATWALL 38 lf 6/LS-501

CONCRETE RETAINING

WALL/SEATWALL

37 lf 5/LS-501

CONCRETE PLAYGROUND CURB 1/LS-501

6" DEEP X 12" CONCRETE MOW

CURB

96 lf 10/LS-501

POURED IN PLACE SAFETY

SURFACING, NIC

3/LS-501

PLANTING AREA WITH BARK MULCH,

4" DEPTH

4,191 sf

5/LP-501

EXISTING LAWN - PATCH AND

REPAIR AS NECESSARY

EXISTING FENCE TO REMAIN

4' VINYL COATED CHAIN LINK

FENCE, 20' SET BACK, 1" MESH,

3/LS-502

6' VINYL COATED CHAIN LINK

FENCE, 1" MESH

3/LS-502

6' BENCH - SURFACE MOUNT 2/LS-502

PLAYGROUND MOUND, NIC

8.5' ADA CONCRETE PICNIC TABLE

TOT CHAIRS, LANDSCAPE

STRUCTURES, NIC

TOT TABLE, LANDSCAPE

STRUCTURES, NIC

PLAY STRUCTURE A - TOWER,

LANDSCAPE STRUCTURES, NIC

PLAY STRUCTURE B - TOT

STRUCTURE, LANDSCAPE

STRUCTURES, NIC

PLAY STRUCTURE C - SPINNER,

LANDSCAPE STRUCTURES, NIC

PLAY STRUCTURE D - SWINGS,

LANDSCAPE STRUCTURES, NIC

PLAY PANELS, LANDSCAPE

STRUCTURES, NIC

CONCRETE PAD WITH ANCHORING

POLE FOR TRASH RECEPTACLE

(RECEPTACLE TO BE PROVIDED BY

OWNER)

1/LS-503

LIGHT POLE, TYP. SEE ELECTRICAL

DRAWINGS

PARK NAME SIGN 5/LS-502

DRINKING FOUNTAIN WITH SUMP

DRAIN

1 3/LS-503

THICKENED EDGE CONCRETE 158 lf 4/LS-501

EXISTING FIRE HYDRANT TO REMAIN

APWA CORNER CURB CUT

ASSEMBLY

1/LS-504

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L-102

L-112

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20'

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LANDMARK DESIGN, 2026

PROJECT OWNER:

DRAWN BY:

CHECKED BY:

MARK DATE DESCRIPTION

Sheet No:

PROFESSIONAL SEAL:

PROJECT #:

CONTRACT #:

PREPARER #:

COPYRIGHT:

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

PRK24002

STAT E OF UTAH

L

IC

EN

S

ED

LANDSCAP E A

RCH

I T

E C

T

LISA M.

BENSON

NO.

5198020

02/1 3/20

1. PRIOR TO PERFORMING ANY DEMOLITION, WORK, OR STAGING MATERIALS

OR EQUIPMENT ON SITE OR IN THE PUBLIC WAY, ALL APPLICABLE PERMITS

SHALL BE OBTAINED BY A STATE LICENSED, CITY BONDED AND INSURED

CONTRACTOR. A PERMIT TO WORK IN THE PUBLIC WAY MUST BE OBTAINED.

CONTRACTOR MUST SUBMIT 'PUBLIC WAY PERMIT' APPLICATION FOR

STAGING, EXCAVATION, SIDEWALK CLOSURE, AND WORK WITHIN PARKSTRIPS

TO SLC ENGINEERING DEPARTMENT. CONTRACTOR TO SUBMIT 'TRAFFIC

CONTROL PERMIT' APPLICATION FOR SIDEWALK CLOSURE TO SLC

TRANSPORTATION DEPARTMENT. CONTRACTOR TO OBTAIN ALL ADDITIONAL

PERMITS REQUIRED. ADD NOTE ON APPLICATIONS THAT IT IS A CITY

PROJECT. 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. SEE SECTIONS 32 3100 AND 32 3300 FOR SITE ELEMENT SPECIFICATIONS.

TREE PROTECTION FENCE

SITE & MATERIALS PLAN

LS-101

EXISTING TREE -

PROTECTION REQUIRED,

SEE TREE PROTECTION

PLAN AND DETAILS

LIMIT OF WORK

0 4 8 16

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