11-26.09.08 East High Xeriscape Addendum 1.pdf

PDF 2 MB Posted Aug 27, 2026

Attached to: IFB - East High School Baseball Field Perimeter Landscape/Xeriscape Project
Solicitation number: TB2708-EX
Issued by: Salt Lake County, Salt Lake City, Utah

About this file

Written by GovTribe AI · Sep 29, 2026

This is Addendum 1 to the design and specifications for the East High School Baseball Field Perimeter Landscape/Xeriscape Project for the Salt Lake City School District. The project encompasses xeriscape upgrades to the perimeter area of the baseball field located at 840 South 1300 East, Salt Lake City, Utah 84102. The work involves demolition of existing landscape over approximately 26,085 square feet, installation of Browns Canyon Boulder retaining walls at varying heights (maximum 30 to 36 inches), new concrete edging, planting of trees including Shademaster Locust, Exclamation London Plane Tree, and Sawleaf Zelkova varieties (totaling 20 trees), installation of shrubs including Broadmoor Juniper and Gro-Low Fragrant Sumac (totaling 45 shrubs), ornamental grasses, and rock mulch using double-washed crushed Browns Canyon stone at 6-inch depth. The project is divided into two phases, with Phase 1 consisting of all work south and east of the stairway near the tennis courts, and Phase 2 encompassing remaining work. A mandatory pre-bid site visit is scheduled for September 4, 2026 at 9:00 A.M., with contractors required to attend to be eligible for bidding.

The bid documents include two bid alternates allowing the Salt Lake City School District to determine scope modifications: Bid Alternate #1 involves installing only three bottom rock walls directly adjacent to bleacher pads with straight grading where curved retaining walls are shown; Bid Alternate #2 involves installing bottom rock walls and the lower three curved retaining walls while omitting the upper two curved walls. Contractors must hold an active S330 or B100 contractor's license and submit a copy with their bid. Bid security equal to at least 5 percent of the total bid amount is required, with a 100 percent Performance/Payment bond mandatory for the selected contractor. Liquidated damages of $500 per calendar day past the completion date are applicable. All questions must be submitted in writing through the Bonfire/U3P system or posed at the pre-bid site visit, with official responses issued only through Bonfire/U3P or authorized addenda.

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Other files

File	Type	Posted
5-TB2708-EX - Attachment A - Contract Terms and Conditions for Goods and Services.docx	DOCX document	Aug 27, 2026
2-TB2708-EX - Attachment B - EHS Baseball Field Perimeter Landscaping - Specifications.pdf	PDF	Aug 27, 2026
6-SLCSD - Solicitation General Provisions.pdf	PDF	Aug 27, 2026
7-TB2708-EX - Attachment E - Sample Contract.pdf	PDF	Aug 27, 2026
9-Pre-Bid Meeting Minutes and QA Log - Addendum 1.pdf	PDF	Aug 27, 2026
10-TB2708-EX - Attachment D - Price Schedule-Addendum 1.xlsx	XLSX spreadsheet	Aug 27, 2026
1-SLCSD - Claim of Business Confidentiality Form.pdf	PDF	Aug 27, 2026
3-TB2708-EX - Attachment C - EHS Baseball Field Perimeter Landscaping - Drawings.pdf	PDF	Aug 27, 2026
8-Bidding and Project Timeline - Addendum 1.pdf	PDF	Aug 27, 2026
4-Utah Code §63G-6a-1203.pdf	PDF	Aug 27, 2026
12-Sign-in Sheet - Site Visit - Addendum 1.pdf	PDF	Aug 27, 2026

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1 1 1

1 1

256 256 256

224 4 4 4 4

O C

1 111

SYMBOL CODE DESCRIPTION QTY

EXISTING FENCE OR GATE TO REMAIN

EXISTING STORMWATER UTILITIES TO REMAIN. PROTECT INLET

FROM WASHOUT PER LOCAL AND STATE CODES THROUGHT

DURATION OF WORK

EXISTING SIDEWALK TO REMAIN

EXISTING KEYSTONE TYPE RETAINING WALL TO BE REMOVED.

INSTALL BROWNS CANYON BOULDER RETAINING WALL, MAX 30"

HEIGHT WITH A HORIZONTAL SURFACE WHERE SITE CONDITIONS

ALLOW. PROTECT EXISTING CONCRETE BENEATH BLEACHER PAD

FROM DAMAGE DURING CONSTRUCTION.

EXISTING BENCH/BLEACHER TO REMAIN. CONTRACTOR MAY

RELOCATE BLEACHERS TO ADJACENT COURTS DURING

CONSTRUCTION. CONTRACTOR TO REINSTALL BLEACHERS PRIOR

TO PROJECT COMPLETION.

EXISTING LANDSCAPE TO REMAIN. PATCH AND REPAIR ANY

DAMAGE THAT OCCURS FROM CONSTRUCTION ACTIVITIES.

SITE ACCESS GATE

EXISTING TREE TO REMAIN. PROTECT IN PLACE. ALL DEMOLITION

WITHIN DRIPLINE OF TREE TO TAKE PLACE BY HAND.

EXISTING STAIRS AND RAILING TO REMAIN

NEW 6" DEPTH X12" WIDTH CONCRETE EDGER

NEW CONCRETE EDGER ALONG FENCE. INSTALL FROM EXISTING

SIDEWALK TO 12" BEYOND TCENTERLINE OF CHAIN LINK FENCE.

BROWNS CANYON BOULDER RETAINING WALL, MAX 36" HEIGHT

WITH A HORIZONTAL SURFACE WHERE SITE CONDITIONS ALLOW.

DEMOLISH EXISTING LANDSCAPE, REMOVE TOP 7" OF

VEGETATION AND TOPSOIL.

26,085 SF

REFERENCE NOTES SCHEDULE

THIS PROJECT SHALL HAVE THE FOLLOWING BID ALTERNATES PROVIDED AS SEPARATE LINE ITEMS TO ALLOW FOR SALT LAKE CITY SCHOOL DISTRICT TO DETERMINE IF THE BELOW ITEM SHALL BE REMOVED FROM

THE CONTRACT.

1. BID ALTERNATE #1: INSTALL ONLY 3 BOTTOM ROCK WALLS DIRECTLY ADJACENT TO THE BLEACHER

PADS.

1.1. IF BID ALTERNATE #1 IS ACCEPTED, A STRAIGHT GRADE WILL BE REQUIRED WHERE ALL CURVED RETAINING WALLS ARE SHOWN, SIMILAR TO CURRENT GRADE. OMITTING ALL CURVED RETAINING

WALLS

2. BID ALTERNATE #2: INSTALL BOTTOM ROCK WALLS DIRECTLY ADJACENT TO THE BLEACHER PADS AND

THE LOWER THREE CURVED RETAINING WALLS.

2.1. IF BID ALTERNATE #2 IS ACCEPTED THE UPPER TWO CURVED RETAINING WALLS WILL BE OMITTED.

BID ALTERNATE NOTES

Drawing number

N0. DESCRIPTION

yy/mm/day

REVISIONS

Drawn By:

Date:

Checked By:

CLIENT

Drawing Title

Project No:

blu line designs planning landscape architecture design

8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994

Stamp

03/20/2026

24-223

, U T

Licensed Landscape Arch ite ct

ATE OF UTAH

No. 5410044-5301

CORY A.

SHUPE

OVERALL

SITE

PLAN

LS100

0 2010 40 60

Scale: 1" = 20'-0"

1 26/09/08 ADDENDUM 1

Phase 1 consists of all work south and east of this stairway

Phase 1 of project will consist of all work south and east of the stairway near the tennis courts.

Phase 2 will consist of everything remaining after Phase 1 completion.

AutoCAD SHX Text

AutoCAD SHX Text 03/20/2026

Tyler Barnes Line

Drawing number

N0. DESCRIPTION

yy/mm/day

REVISIONS

Drawn By:

Date:

Checked By:

CLIENT

Drawing Title

Project No:

blu line designs planning landscape architecture design

8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994

Stamp

03/20/2026

24-223

, U T

Licensed Landscape Arch ite ct

ATE OF UTAH

No. 5410044-5301

CORY A.

SHUPE

SITE NOTES

AND DETAILS

LS501

BOULDER RETAINING WALL - TYP.

NTS

NOTES:

1. WALL HEIGHTS VARIES, SEE SITE PLAN.

2. ROCKS ARE TO BE ANGULAR TO PROVIDE ADEQUATE 'FLAT SURFACE' FOR ROCK TO ROCK CONNECTION. ROUND

SHAPED ROCKS ARE NOT ACCEPTABLE.

3. ENSURE THAT EACH ROCK IS SET AND SUPPORTED BY UNDERLYING MATERIALS AND ADJACENT ROCKS. REPOSITION

OR REPLACE LOOSE ROCKS. CHINKING ROCKS ARE TO BE PLACED SECURELY IN VOID AREAS.

4. UPPER ROCKS ARE TO BE SUPPORTED BY (2) ROCKS IN ROWS BELOW. ROCKS ARE TO BE OFFSET SO THAT VERTICAL

SEAMS ARE NOT CONSTRUCTED IN THE WALL.

5. PLACE BASE, FACING, AND CAP ROCKS SO THAT THEIR HEIGHT DIMENSION IS NOT GREATER THAN THEIR WIDTH. THE LONGEST DIMENSION OF THE BASE, FACING, AND CAP ROCKS IS PERPENDICULAR TO THE FACE OF THE ROCKERY.

TYPICAL BASE DIMENSION IS 1.5X HEIGHT OF ROCK.

6. ROCKS ARE TO BE PLACED SO THAT SLOPE BACK INTO HILLSIDE AT A MIN. OF 5%. PROVIDE 'CHINKS' AS NECESSARY

BETWEEN ROCKS TO SLOPE UPPER ROCKS ADEQUATELY.

7. ALL FILL TO BE PLACED AND COMPACTED TO 90% MAX DRY DENSITY PLACED IN 8" LIFTS.

8. STABILITY OF TEMPORARY CUT SLOPES IS THE RESPONSIBILITY OF THE CONTRACTOR.

9. DO NOT CONSTRUCT ROCK WALLS OR SLOPES EXCEEDING THE HEIGHTS SHOWN HERE WITHOUT CONSULTING WITH

ENGINEER.

10. MAINTENANCE OF ROCK-PROTECTED SLOPES WILL BE REQUIRED AS THE ROCKS SETTLE AND MOVE OVER TIME.

LOCALIZED AREAS OF ROCK-PROTECTED SLOPE MAY NEED ADJUSTMENTS TO IMPROVE ROCK INTERLOCKING OVER TIME.

ADEQUATE BACKFILL OR ROCK TO ROCK CONTACT SHOULD BE MAINTAINED TO PREVENT SIGNIFICANT MOVEMENT OF

THE TOP ROW OF ROCKS.

11. GOOD SURFACE DRAINAGE SHOULD BE PROVIDED UPSLOPE OF THE ROCK-PROTECTED SLOPES TO DIRECT RUNOFF

AWAY FROM THE ROCK PROTECTED SLOPES.

12. NUMBER OF COURSES OF ROCK MAY VARY, ESPECIALLY ON TAPERING EDGES OF WALL.

1.5

2.5 m ax

WALL FACE

BATTER

SLOPE VARIES,

SEE SITE PLAN

" M

12" MIN.

'H ' 3

6" M

MIN. 6" DEPTH OF 95%

COMPACTED UNTREATED BASE

COURSE

95% COMPACTED OR

UNDISTURBED SUBGRADE

3/4" CRUSHED ROCK

BACKDRAIN

5% SLOPE MIN.

MAX WIDTH

18"

NON-WOVEN

GEOTEXTILE FABRIC

(TYP.), MIRIFI 140-N

OR EQUAL

ROCK MULCH

PER PLAN

SLOPE VARIES, SEE SITE PLAN

BOULDER ROCK WALL.

HEIGHT VARIES

COMPACTED

BACKFILL AS

NEEDED

P-1-24.223-30

LANDSCAPE BOULDER

NOT TO SCALE

NOTE:

1. CONTRACTOR TO SET SAMPLE GROUPINGS OF BOULDERS WITH LANDSCAPE

ARCHITECT'S DIRECTION PRIOR TO BEGINNING BOULDER WORK TO DETERMINE

AESTHETIC DIRECTION FOR COMPLETION OF WORK.

2. ALL BOULDERS SHALL BE A MIN. 3' TO 6' BOULDERS AS SHOWN ON PLAN. SEE

PLANS FOR ADDITIONAL SIZING AND STONE INFORMATION.

FINISH GRADE

BOULDER PER PLANSBURY BOULDER TO ADEQUATE

DEPTH FOR STABILITY AND

CONCEALMENT OF BOTTOM SIDE

FINISH GRADE

95% COMPACTED

SUBGRADE

P-1-24.223-26

NOTES:

1. EDGER TO BE FLUSH WITH ADJACENT WALK, PATH, PAVEMENT OR CURB.

2. ALL LAYOUT AND FORM WORK TO BE APPROVED BY OWNER PRIOR TO PLACING CONCRETE.

3. CONCRETE TO MEET ALL CITY SPECIFICATIONS.

4. PLACE EXPANSION JOINTS @ 30' O.C., CONTROL JOINTS @ 10' O.C. UNLESS OTHERWISE

SHOWN ON PLAN.

5. ALL CURVES IN EDGER TO BE TANGENT TO EACH OTHER AND STRAIGHT SECTIONS OF CURB.

6. CONCRETE EDGER TO BE FORMED AND CAST IN PLACE, NOT PRE-CAST OR EXTRUDED.

6" x 12" CAST-IN-PLACE

CONCRETE EDGER

2" RADIUS, BOTH SIDES

MULCH PER LANDSCAPE PLAN

#4 HORIZ. REBAR CONT., TYP.

TOP SOIL PER LANDSCAPE PLAN

95% COMPACTED OR UNDISTURBED

SUBGRADE

12" CONCRETE EDGER

NOT TO SCALE

SOUTH PERIMETER FENCE

NOT TO SCALE

FRONT CROSS SECTION

SIDE CROSS SECTION

FINISHED GRADE PER GRADING PLAN

EXISTING CONCRETE WALK

CONCRETE CURBING

T H

N O

R T H

NOTES:

1. REPAIR ANY FENCE SECTIONS DAMAGED DURING

CONSTRUCTION.

ROCK MULCH PER PLAN.

12"

ROCK MULCH 1" BELOW CURB

P-1-24.223-22

DEMOLITION NOTES:

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCY STANDARDS AND

SPECIFICATIONS. IN THE ABSENCE OF PROJECT STANDARD AND SPECIFICATIONS APWA STANDARD AND

SPECIFICATIONS SHALL GOVERN.

2. ALL EXISTING TREES, HARDSCAPE, LANDSCAPE, AND OTHER FEATURES SHOWN TO BE DEMOLISHED AND

REMOVED SHALL BE VERIFIED IN FIELD WITH OWNER PRIOR TO DEMOLITION.

3. CONTRACTOR SHALL RETAIN AND PROTECT ALL EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED.

CONTRACTOR IS RESPONSIBLE TO REPAIR ALL SIDEWALK, PAVEMENT, GRAVEL, UTILITIES, LANDSCAPING, IRRIGATION,FENCING AND EXISTING IMPROVEMENTS DAMAGED AS PART OF CONSTRUCTION.

4. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT BLUE STAKES OF UTAH PRIOR TO STARTING ANY

ACTIVITIES. ALL EXISTING UTILITIES SHOWN ON THE PLANS ARE APPROXIMATIONS ONLY.

5. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS.

LOCATIONS MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OF COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THEN EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTIONS IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE CONTRACTOR IS TO VERIFY ALL CONNECTIONS POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO REMAIN. IF CONFLICTS WITH EXISTING UTILITIES

OCCUR, THE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT PRIOR TO

CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.

6. ENSURE ALL OSHA STANDARDS ARE FOLLOWED.

7. CONTRACTOR IS RESPONSIBLE TO PROVIDE, INSTALL AND MAINTAIN APPROPRIATE TRAFFIC CONTROL DEVICES AS WELL AS ANY ADDITIONAL TRAFFIC CONTROL DEVICES THAT MAY BE REQUIRED TO INSURE SAFE AND EFFICIENT MOVEMENT OF TRAFFIC AND PEDESTRIANS THROUGH OR AROUND THE WORK AREA

AND TO PROVIDE MAXIMUM PROTECTIONS AND SAFETY TO ROAD WORKERS.

8. IF DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH INDICATE AN UNIDENTIFIED SITUATION IS PRESENT, THE CONTRACTOR SHALL CONTACT THE OWNER AND LANDSCAPE

ARCHITECT IMMEDIATELY.

9. CONTRACTOR TO SECURE SITE WHILE WORKERS ARE NOT PRESENT. OWNER IS NOT RESPONSIBLE FOR ANY

EQUIPMENT LEFT ON SITE.

10. CONTRACTOR WILL PROTECT AND MAINTAIN ALL EXISTING VEGETATION, UTILITIES, WALLS, IRRIGATION AND OTHER EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED ON THESE PLANS. ANY DAMAGE

CAUSED DURING CONSTRUCTION WILL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO ADDITIONAL

COST TO THE OWNER.

11. CONTRACTOR IS RESPONSIBLE TO REMOVE AND LEGALLY DISPOSE OF OFF-SITE ALL PLANT MATERIAL AND

DEBRIS AS SPECIFIED ON THESE PLANS.

12. THE CONTRACTOR IS RESPONSIBLE TO PAY FOR AND OBTAIN ANY PERMITS AND APPROVALS REQUIRED

TO COMPLETE THE WORK INCLUDED IN THESE PLANS.

13. THE CONTRACTOR IS PERMITTED TO MODIFY THE CHAIN LINK FENCING NOTED TO REMAIN TO PROVIDE ACCESS TO THE SITE WITH EQUIPMENT NECESSARY TO COMPLETE WORK. ALL MODIFICATIONS SHALL BE

RESTORED TO IT'S ORIGINAL CONDITION PRIOR TO PROJECT COMPLETION

2" MESH 9 GAUGE CORE, 8

GAUGE FINISH,

TIES AT 18" O.C., TYP.

1 58" O.D. SCH. 40

HORIZONTAL RAILS

FINISHED GRADE PER

CIVIL PLAN

6" X 12" MOW STRIP

CENTERED ON FENCE

POST WHERE NOT ABUTTING

HARDSCAPE

CONCRETE FOOTING, TYP.

95% COMPACTED SUBGRADE

TENSION WIRE ON ALL

FENCING

WITHOUT A BOTTOM RAIL

CHAIN LINK FENCE

NOT TO SCALE

8' MAX. TYP.

' T

Y P.

'-6

1'-0"

'-2

NOTES:

1. ALL FENCE POST, RAILS, CLAMPS, AND HARDWARE SHALL BE

GALVANIZED STEEL.

2 7/8" O.D. SCH. 40 POSTS

WITH DOME CAPS, TYP.

FRONT CROSS SECTION

1 26/09/08 ADDENDUM 1

AutoCAD SHX Text 03/20/2026

O C

SYMBOL BOTANICAL / COMMON NAME CONT CAL QTY

TREES

ACER TATARICUM 'GARANN' / HOT WINGS® TATARIAN MAPLE #15 MULTI-TRUNK 4

EXISTING TREE TO REMAIN / EXISTING TREE TO REMAIN - 2

DECIDUOUS TREES

GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM / SHADEMASTER LOCUST B&B 2" CAL 6

PLATANUS X ACERIFOLIA `EXCLAMATION` TM / EXCLAMATION LONDON PLANE TREE B&B 2" CAL 5

ZELKOVA SERRATA `GREEN VASE` / SAWLEAF ZELKOVA B&B 2" CAL 9

SYMBOL BOTANICAL / COMMON NAME CONT SF PER PLANT QTY

SHRUBS

JUNIPERUS SABINA `BROADMOOR` / BROADMOOR JUNIPER 5 GAL 24

RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC 5 GAL 21

ORNAMENTAL GRASSES

PENNISETUM ALOPECUROIDES `HAMELN` / HAMELN DWARF FOUNTAIN GRASS 5 GAL 44

SYMBOL BOTANICAL / COMMON NAME CONT HYDROZONE QTY

GROUND COVERS

4" PLUS CRUSHED BROWNS CANYON STONE. 6" DEPTH

CONTRACTOR TO HAVE STONE DOUBLE WASHED TO REMOVE FINES PRIOR TO

ARRIVAL ON SITE. INSTALL 1-1/2" MINUS ATOP OF PLANTING ROOT BALL. SEE

PLANTING DETAILS

6" DEPTH 26,085 SF

PLANT SCHEDULE

NOTES:

1. CONTRACTOR WILL PROTECT AND MAINTAIN ALL EXISTING VEGETATION, UTILITIES, WALLS, IRRIGATION AND OTHER EXISTING IMPROVEMENTS UNLESS OTHERWISE NOTED ON THESE PLANS. ANY DAMAGE CAUSED DURING CONSTRUCTION WILL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

2. CONTRACTOR IS RESPONSIBLE TO REMOVE AND LEGALLY DISPOSE OF OFF-SITE ALL PLANT MATERIAL

AND DEBRIS AS SPECIFIED ON THESE PLANS.

3. CONTRACTOR TO CALL BLUE STAKES PRIOR TO COMMENCEMENT OF ANY WORK AT 1-800-662-4111

TO VERIFY LOCATIONS AND DEPTHS OF UTILITIES THAT MAY BE AFFECTED BY THIS WORK.

4. CONTRACTOR WILL VERIFY WITH OWNER'S REPRESENTATIVE ALL WORK TO BE PERFORMED ON SITE PRIOR TO COMMENCEMENT OF ANY WORK. THIS WILL INCLUDE FLAGGING OF ALL EXISTING TREES TO

BE REMOVED.

5. THE CONTRACTOR IS RESPONSIBLE TO PAY FOR AND OBTAIN ANY PERMITS AND APPROVALS

REQUIRED TO COMPLETE THE WORK INCLUDED IN THESE PLANS.

Drawing number

N0. DESCRIPTION

yy/mm/day

REVISIONS

Drawn By:

Date:

Checked By:

CLIENT

Drawing Title

Project No:

blu line designs planning landscape architecture design

8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994

Stamp

03/20/2026

24-223

, U T

Licensed Landscape Arch ite ct

ATE OF UTAH

No. 5410044-5301

CORY A.

SHUPE

OVERALL

PLANTING

PLAN

LP100

0 2010 40 60

Scale: 1" = 20'-0"

1 26/09/08 ADDENDUM 1

03/20/2026

Drawing number

N0. DESCRIPTION

yy/mm/day

REVISIONS

Drawn By:

Date:

Checked By:

CLIENT

Drawing Title

Project No:

blu line designs planning landscape architecture design

8719 S. Sandy Parkway Sandy, UT 84070 p 801.913.7994

Stamp

03/20/2026

24-223

, U T

Licensed Landscape Arch ite ct

ATE OF UTAH

No. 5410044-5301

CORY A.

SHUPE

PLANTING

DETAILS

LP501

TREE PLANTING - FLEX STRAP

NOT TO SCALE

' A

B O

V E

G R A

D E

DIAMETER SHALL BE

2 TIMES SIZE OF ROOTBALL

JAIN FLEXSTRAP TREE TIE OR

APPROVED EQUAL

STAKE DECIDUOUS TREES WITH 2 - 2" DIA.

LODGE POLE PINE STAKES AT 180

DEGREES. FOR TREES LARGER THAN 2"

CALIPER OR IN WINDY CONDITIONS,

STAKE WITH 3 - 2" DIA. LODGE POLE PINE

STAKES AT 120 DEGREES. EMBED MIN. 3'

INTO GROUND. DRIVE FIRMLY INTO

SUBGRADE. REMOVE STAKES AFTER ONE

YEAR.

FINISH GRADE

SOIL - SUBGRADE

PROVIDE MIN. 1'-6" RADIUS OF

1-1/2" MINUS CRUSHED ROCK,

MATCH ADJACENT STONE. DO NOT

PLACE MULCH IN CONTACT WITH

TREE TRUNK.

PREPARED BACKFILL MIX - 30%

EXISTING SOIL, 50% LOAMY

TOPSOIL, AND 20% CLEAN SAND.

WATER AND TAMP TO REMOVE AIR

POCKETS. BRING LEVEL TO FINISH

GRADE. SCARIFY SIDES OF PIT.

ROOTBALL- PLANT ON

UNEXCAVATED OR TAMPED SOIL.

REMOVE ALL WIRE, ENTIRE BASKET,

NYLON TIES, TWINE, ROPE, AND 2/3

BURLAP.

NATIVE SOIL

PLANT SO THAT TOP OF ROOTBALL

IS 1" ABOVE FINISHED GRADE SUCH

THAT THE TRUNK FLARE IS VISIBLE

AT THE TOP OF THE ROOTBALL. DO

NOT COVER THE TOP OF THE ROOT

BALL WITH SOIL.

TYPICAL TREE STAKING WITH STRAPS

TREES IN WINDY CONDITIONS OR LARGER THAN 2" CAL.

TREE STAKING - FLEX STRAPS

NOT TO SCALE

FLEXIBLE STRAP TREE TIES

TREE TRUNK

FLEXIBLE STRAP TREE TIE -

ONE CONTINUOUS STRAP.

2" DIA.

LODGEPOLE

STAKE PINE

STAKES, TYP.

2" DIA. LODGEPOLE STAKE

PINE STAKES, TYP.

ROOFING NAIL

2 SHRUB DETAIL

NOT TO SCALE

NOTES:

1. PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE

FINISHED GRADE

INSTALL 1-1/2"

CRUSHED STONE

MULCH (3" DEPTH)

OVER ROOT BALL

FORM SAUCER -

NATIVE AREAS

ONLY

SCARIFY SIDES OF

PLANTING PIT

UNEXCAVATED OR

COMPACTED

BACKFILL BELOW

ROOTBALL TO BE

1/2 DEPTH OF

ROOTBALL (6" MIN).

EXISTING SOIL

BACKFILL MIX - 30%

EXISTING SOIL, 50%

LOAMY TOPSOIL,

AND 20% CLEAN

SAND. WATER AND

TAMP TO REMOVE

AIR POCKETS. BRING

LEVEL TO FINISH

GRADE.

REMOVE STRING &

BURLAP FROM TOP

2/3 OF BALL WHEN

B&B.

MIN. 2X BALL DIA.

NOTES:

1. ROCK MULCH TO BE 1" BELOW ADJACENT WALK OR CURB.

2. ROCK MULCH AREA TO RECEIVE DEWITT 5OZ FABRIC PRIOR TO PLACEMENT OF WASHED

ROCK MULCH.

3. SEE SITE PLAN OR PLANTING PLAN FOR ROCK TYPE.

ADJACENT HARDSCAPE

95% COMPACTED OR UNDISTURBED

SUBGRADE

ROCK MULCH ON A SLOPE

NOT TO SCALE

ROCK MULCH ON SLOPE

WEED BARRIER FABRIC

EXISTING FINISH

GRADE

TREE ROOTBALL

MAKE ALL GRADE

TRANSITIONS

SMOOTH AND

NATURAL.

AMENDED SOIL PER

SPECS

1-1/2"ROCK MULCH ATOP

ROOT BALL. 18" FROM

TRUNK.

NOTES:

1. SCARIFY SIDES OF PLANTER PIT

PRIOR TO PLANTING TREE SO AS

TO AVOID ANY GLAZING OR

HARDENED AREAS THAT WILL BE

DIFFICULT FOR ROOTS TO GROW

THROUGH.

2. AMENDED SOIL PER SPEC'S TO BE

USED IN ALL PLANTER PITS.

3. REMOVE ALL ROCKS LARGER THAN

2" FROM PLANTER PIT AND HAUL

ROCK OFF SITE IN LEGAL MANNER.

4. TREES SHALL BE PLANTED SO THAT

SOIL HAS SUFFICIENT DRAINAGE.

5. EXCAVATE PLANTER PITS 2X

ROOTBALL DIAMETER

6. ROCK MULCH SHALL NOT TOUCH

ANY PART OF THE TRUNK OF THE

TREE, TYP.

7. ROOT FLARE OF TREE SHOULD BE

PLACED 1" ABOVE GRADE.

TREE PLANTING ON A SLOPE

1" = 1'-0"

P-1-24.223-28

SHRUB ON SLOPE �� 20:1� TO �0� �2:1� - UNMODIFIED SOIL

3/4" = 1'-0"

SHRUB1

ROOTBALL2

ROUND - TOPPED SOIL BERM 2" HIGHER THAN

TRUNK OF SHRUB AND ROOT BALL SURFACE

SHALL BE CENTERED ON THE DOWNHILL SIDE OF

THE ROOT BALL FOR 240°. BERM SHALL BEGIN AT

THE ROOT BALL PERIPHERY.

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND

THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO

NOT OVER THE COMPACT. WHEN THE PLANTING

HOLE HAS BEEN BACKFILLED, POUR THE WATER

AROUND THE ROOT BALL TO SETTLE THE SOIL.

EXISTING SOIL5

ROCK MULCH. INSTALL 1-1/2" CRUSHED ROCK

MULCH ATOP ROOT BALL AT 3" DEPTH, TYP.

ORIGINAL SLOPE SHOULD PASS THROUGH THE

POINT WHERE THE TRUNK MEETS SUBSTRATE/SOIL.

SLOPE SIDES OF LOOSENED SOIL.8

LOOSEN THE SOIL. DIG AND TURN THE SOIL TO

REDUCE THE COMPACTION TO THE AREA AND

DEPTH SHOWN.

BOTTOM OF ROOT BALL RESTS ON EXISTING OR

RECOMPACTED SOIL.

3X'S WIDEST DIMENSION OF ROOT BALL

P-1-24.223-29

1 26/09/08 ADDENDUM 1

AutoCAD SHX Text 03/20/2026

PER SPECS

Sheets and Views

24-223_Site-LS100

24-223_Site-LS501

24-223_Landscape-LP100

24-223_Landscape-LP501

File details come from the government source that posted it. Updated Sep 29, 2026.