3-TB2708-EX - Attachment C - EHS Baseball Field Perimeter Landscaping - Drawings.pdf

PDF 3 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

Summary

This document is a set of construction drawings and specifications for the East High School Baseball Field Perimeter Xeriscape Improvements project managed by the Salt Lake City School District, located at 840 South 1300 East, Salt Lake City, Utah 84102. The project encompasses xeriscape upgrades to the perimeter area of the baseball field, including demolition of existing landscape (26,085 square feet), installation of boulder retaining walls with varying heights, new concrete edging (6 inches deep by 12 inches wide), and comprehensive landscape plantings. Plant materials include four multi-trunk Hot Wings Tatarian Maples, six Shademaster Locusts, five Exclamation London Plane Trees, nine Sawleaf Zelkovas, 24 Broadmoor Junipers, 21 Gro-Low Fragrant Sumacs, 44 Hameln Dwarf Fountain Grasses, and 26,085 square feet of washed oak ground cover. The construction documents include a cover sheet, site plans with notes and details, landscape plans with planting details, and complete irrigation plans with schedules. A mandatory pre-bid site visit is scheduled for September 4, 2026 at 9:00 A.M., and bidders who do not attend will not be permitted to submit proposals.

Bid security equal to at least 5 percent of the total bid amount is required, with bid bonds or securities to be submitted prior to the bid due date. The selected contractor must obtain a 100 percent Performance and Payment bond and possess an active S330 or B100 contractor's license or equivalent. Liquidated damages of $500 per calendar day apply for completion delays. All questions must be submitted in writing through the Bonfire/U3P system or posed at the mandatory pre-bid site visit; answers will be provided only through official addenda or the Bonfire/U3P platform. The contractor is responsible for all utility locating through Blue Stakes of Utah, securing necessary permits and approvals, site security, traffic control, and protection of existing improvements. All work must comply with APWA standards, OSHA requirements, and local specifications, with a one-year guarantee covering defects in materials, equipment, and workmanship.

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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
8-Bidding and Project Timeline - Addendum 1.pdf	PDF	Aug 27, 2026
11-26.09.08 East High Xeriscape 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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East High School Baseball Perimeter Xeriscape Improvements

840 South 1300 East

Salt Lake City, UT 84102

Bid Set

L000 - cover sheet LS100 - site plan LS500 - site notes & details LP100 - landscape plan LP500 - landscape details IR100 - irrigation plan LI500-LI501 - irrigation notes, schedules & details

1 | 2 | 3 | 4 | 5 | 6 | 7-8 | sheet index construction documents March 20, 2026

1 1 1

1 1

256 256 256

224 4 4 4 4

5 5

O C

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 RETAINING WALL TO REMAIN

EXISTING BENCH/BLEACHER TO REMAIN

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.

BOULDER RETAINING WALL

DEMOLISH EXISTING LANDSCAPE, REMOVE TOP 5" 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.

1.1. IF BID ALTERNATE #1 IS ACCEPTED, A STRAIGHT GRADE WILL BE REQUIRED WHERE THE UPPER

ROCK WALLS ARE SHOWN.

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

STA TE OF UT AH

No. 5410044-5301

CORY A.

SHUPE

OVERALL

SITE

PLAN

LS100

0 2010 40 60

Scale: 1" = 20'-0"

AutoCAD SHX Text

AutoCAD SHX Text 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

SITE NOTES

AND DETAILS

LS501

BOULDER RETAINING :ALL - 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

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 QTY

GROUND COVERS

4'-6' WASHED OAK CRE - - / - 1 GAL 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"

AutoCAD SHX Text

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 MULCH

(4" DEPTH) COLLAR WHEN TREES

ARE PLANTED IN SOD. 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 2" 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.

FORM SAUCER (NATIVE AREAS ONLY)

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

MULCH (3" DEPTH)

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

ROCK MULCH OR WOOD

MULCH PER PLANS.

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 5� �20:1� TO 50� �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

4" LAYER OF MULCH. NO MORE THAN 1" OF MULCH

ON TOP OF ROOT BALL. (SEE SPECIFICATIONS FOR

MULCH).

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

AutoCAD SHX Text 03/20/2026

PER SPECS

O C

2.181"

5.091"

REPLACE VALVE

WATERING SOUTH

SLOPE LAWN WITH

DRIP ZONE VALVE

REPLACE VALVES

WATERING WEST SLOPE

LAWN WITH DRIP ZONE

VALVES

F A

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

HUNTER ICZ-101-40

DRIP CONTROL ZONE KIT. 1IN. ICV GLOBE VALVE WITH 1IN.

HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI.

FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS

STEEL SCREEN.

HUNTER PLD-BV

MANUAL FLUSH/SHUT OFF VALVE, BARBED INSERT.

TYPICALLY INSTALLED IN 10IN. BOX, WITH ADEQUATE

BLANK TUBING TO EXTEND VALVE OUT OF VALVE BOX. USE

WITH HDL OR OTHER 3/4IN. DRIPLINE.

HUNTER PLD-AVR

PLD-AVR ALLOWS FOR AIR TO ESCAPE A DRIP IRRIGATION

SYSTEM TO PREVENT BLOCKAGE AND WATER HAMMERING.

1/2IN. MPT CONNECTION WITH 80 PSI MAXIMUM RATING.

HUNTER ECO-ID

ECO-ID: 1/2IN. FPT CONNECTION WITH 12 PSI-70 PSI

OPERATING PRESSURE. SPECIFY WITH HUNTER SJ SWING

JOINT.

AREA TO RECEIVE DRIP EMITTERS

HUNTER HEB

1/2IN. FEMALE THREADED POINT SOURCE DRIP EMITTER.

COLOR CODED EMITTERS FOR FLOW RATES OF 0.5 GPH - 6.0

GPH. RECOMMENDED PRESSURE FROM 20 PSI-50 PSI.

OPTIONAL DIFFUSER CAP (HE) AVAILABLE FOR HIGHER

FLOWS AND CLOG PROTECTION. ON IH RISER WITH CHECK

VALVE SCREEN. SIZE RISER LENGTH AS REQUIRED FOR

PROPER PLACEMENT OF EMITTER PROXIMITY TO PLANT PER

DETAILS. 1/2IN. FEMALE THREADED POINT SOURCE DRIP

EMITTER. COLOR RED 2.0 GPH CHECK VALVE SCREEN. ON

IH-24 RISER

Emitter Notes:

10 emitters (2 assigned to each 1 Gal plant)

20 emitters (4 assigned to each #15 plant)

20 emitters (5 assigned to each - plant)

20 emitters (2 assigned to each 5 Gal plant)

20 emitters (4 assigned to each B&B plant)

20 emitters (4 assigned to each B&B, 2" Cal plant)

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

IRRIGATION LATERAL LINE: PVC SCHEDULE 40

IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 GASKETED

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

n 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

STA TE OF UT AH

No. 5410044-5301

CORY A.

SHUPE

OVERALL

IRRIGATION

PLAN

LI100

0 2010 40 60

Scale: 1" = 20'-0"

AutoCAD SHX Text

1. THIS DRAWING IS DIAGRAMMATIC AND IS INTENDED TO CONVEY THE GENERAL LAYOUT OF IRRIGATION SYSTEM COMPONENTS. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED IN PLANTING AREAS WHEREVER

POSSIBLE. LOCATE MAINLINE AND VALVES NEAR WALKS WHERE FEASIBLE.

2. THE CONTRACTOR SHALL PATCH AND REPAIR ANY DAMAGED OR DISTURBED LANDSCAPE OR OTHER SITE

ELEMENTS TO REMAIN.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL STRUCTURES, SITE IMPROVEMENTS, WALKS, UTILITIES, AND GRADE CHANGES. COORDINATE LAYOUT OF THE IRRIGATION SYSTEM WITH OTHER TRADES SO THAT CONSTRUCTION CAN CONTINUE IN A NORMAL SEQUENCE OF EVENTS.

ADJUSTMENTS MAY BE NECESSARY TO IRRIGATION PLAN DEPENDING ON ACTUAL SITE CONDITIONS. ANY SIGNIFICANT CHANGES WILL REQUIRE WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO

PLACEMENT. ALL MODIFICATIONS SHALL BE RECORDED ON 'AS-BUILT' DRAWINGS.

4. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM WHEN IT IS APPARENT IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADING DIFFERENCES MAY NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.

IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

5. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT SITE CONDITIONS AND EXISTING IRRIGATION SYSTEM OUTSIDE OF THE PROJECT BOUNDARY. IN THE EVENT THAT THE CONTRACTOR

DAMAGES, DISPLACES OR OTHERWISE CAUSES OTHER TRADES WORK TO BE REINSTALLED, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ORIGINAL CONDITION AT HIS OWN EXPENSE.

6. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE. INSTALL HEADS WITH THE APPROPRIATE ARC AND RADIUS FOR THE AREA TO BE COVERED.

ADJUST NOZZLES TO ELIMINATE OVERSPRAY ONTO WALKS, BUILDINGS, ETC.

7. IRRIGATION CONTROLLER SHALL BE PROGRAMMED TO IRRIGATE NEW DRIP ZONES. ANY MAP OR LIST OF

VALVES THAT EXIST AT CONTROLLER SHALL BE MODIFIED TO REFLECT CHANGES.

8. IRRIGATION CONTROL WIRES SHALL BE COLOR CODED WIRE FOR DIRECT BURIAL. COMMON, HOT, & SPARE WIRES SHALL BE 14 AWG (WHITE, RED & YELLOW RESPECTIVELY). FOR CONTROL WIRE RUNS EXCEEDING 3000 FEET OR COMMON WIRE RUNS EXCEEDING 1500 FEET, USE 12 AWG WIRE. CONTRACTOR SHALL RUN 1 DEDICATED SPARE WIRE 'HOMERUN' FROM CONTROLLER TO TERMINUS OF EACH WIRE LEG. ALL WIRE SPLICES TO BE LOCATED IN A 10" MINIMUM VALVE BOX. ALL WIRE CONNECTIONS SHALL BE 3M DBRY.

9. ALL MAINLINES, LATERAL LINES, AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE

SLEEVES.

10. ALL MAINLINE AND LATERAL LINE PIPE SHALL BE SCHEDULE 40 PVC THROUGH 3" PIPE. 4" TO 6" PIPE SHALL BE CLASS 200 GASKETED PVC. ALL LATERAL LINE FITTINGS SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. ALL MAINLINE FITTINGS UNDER 3" SHALL BE SCHEDULE 80 PVC. MAINLINE FITTINGS 3" AND LARGER SHALL BE HARCO DUCTILE IRON, RESTRAIN PER MANUFACTURER'S RECOMMENDATIONS. ALL LATERALS

SHALL BE SCH 40 PVC PIPE.

11. CONTRACTOR SHALL USE WELD-ON P-70 PRIMER AND 711 LOW VOC CEMENT FOR ALL SOLVENT WELDED

JOINTS.

12. ALL LINES SHALL SLOPE TO DRAIN. ADD MANUAL DRAINS AT ALL MAINLINE LOW POINTS AS NECESSARY FOR COMPLETE DRAINAGE OF THE ENTIRE SYSTEM. INDICATE ALL DRAIN LOCATIONS ON 'AS-BUILT'

DRAWINGS.

13. ALL VALVE BOXES AND LIDS IN ROCK MULCH AREAS ARE TO BE TAN IN COLOR. VALVE BOXES AND LIDS IN BARK MULCH AND LAWN AREAS ARE TO BE STANDARD GREEN. ALIGN VALVE BOXES PARALLEL WITH EDGE OF PAVEMENT/PLANTING BEDS. IF LANDSCAPE CHANGES FROM LAWN AREA TO ROCK MULCH, REPLACE LIDS

WITH TAN LIDS.

14. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE. HEADS SHALL BE LOCATED 1"

AWAY FROM AND 1/4" BELOW ADJACENT CURBS, WALLS, WALKS, AND MOWSTRIPS.

15. DRIP LATERALS SHALL BE SCH. 40 PVC PIPE. DISTRIBUTION TUBING TO THREADED EMITTERS TO BE HUNTER IH RISER OR FLEXIBLE PVC WITH GLUED FITTINGS. THREADED EMITTERS SHALL BE INSTALLED WITH CHECK VALVE FILTERS INSTALLED. THE MAJORITY OF THE EMITTERS SHALL BE LOCATED ON UPHILL SIDE OF PLANTS PER DETAILS. INSTALL DRIP FLUSH VALVE AT LOW POINT OF EACH DRIP ZONE AND AT THE END DRIP

LINES.

16. GUARANTEE: ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSHIP. GUARANTEE SHALL COVER REPAIR OF DAMAGE TO ANY PART OF THE PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIAL, EQUIPMENT, OR WORKMANSHIP TO THE SATISFACTION OF THE OWNER. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY

AND AT NO ADDITIONAL COST TO THE OWNER.

17. SEE DETAILS FOR ADDITIONAL INFORMATION. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED

SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.

18. ALL DISTURBED LANDSCAPE AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION STATE. CONTRACTOR TO TAMP ALL TRENCHES.ALL TRENCHES AND/OR DISTURBED LANDSCAPE AREAS ARE REPAIRED WITH FULL

WIDTH SOD ROLLS.

19. CONTRACTOR TO FLAG ALL EXISTING HEADS AND REMOVE ABANDONED SPRINKLER BODIES AS PART OF

BASE BID. CONTRACTOR MAY ABANDON EXISTING LATERALS IN PLACE.

20. EXISTING LAWN AREAS TO REMAIN SHALL REMAIN IN SERVICE DURING COURSE OF THIS SCOPE OF WORK.

ANY DISRUPTION OF IRRIGATION SYSTEM SHALL BE REMEDIED AS QUICKLY AS POSSIBLE TO LIMIT STRESS ON EXISTING TURF AREAS. WHEN POSSIBLE, CONTRACTOR TO NOTIFY SCHOOL DISTRICT STAFF OF ANY

DISRUPTION OF IRRIGATION SYSTEM LASTING OVER 24 HOURS PRIOR TO DISRUPTION.

21. PRESSURE AT PROPOSED DRIP VALVES SHALL NOT EXCEED 120 PSI. CONTRACTOR TO VERIFY THAT PRESSURE DOES NOT EXCEED THIS MANUFACTURER LIMIT. IF PRESSURE EXCEEDS 120 CONTACT OWNER

AND LANDSCAPE ARCHITECT AS REDESIGN MAY BE REQUIRED.

IRRIGATION NOTES

NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP

1 HUNTER ICZ-101-40 1" AREA FOR DRIP EMITTERS 2.18 43.2 0.12 in/h 2 HUNTER ICZ-101-40 1" AREA FOR DRIP EMITTERS 2.18 43.3 0.01 in/h 3 HUNTER ICZ-101-40 1" AREA FOR DRIP EMITTERS 5.09 45.8 0.08 in/h

VALVE SCHEDULE XERISCAPE

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

IRRIGATION

NOTES AND

SCHEDULES

IR501

PIPE TRENCH

NOT TO SCALE

NOTES:

1. TAPE AND BUNDLE TUBING OR WIRING

AT 10' INTERVALS

2. ALL 120 VOLT WIRING IN CONDUIT TO

BE INSTALLED AS PER LOCAL CODES

3. ALL PVC PIPING TO BE SNAKED IN

TRENCHES AS SHOWN

4. ALL TRENCH WIDTHS 8" MINIMUM

SECTIONSPLAN VIEW

LATERAL LINE

MAINLINE AND LATERAL

MAIN SUPPLY LINE

DEBRIS FREE FILL1

DEBRIS FREE SAND. 2" ABOVE AND

BELOW MAINLINE.

MAINLINE3

LATERAL LINE4

TUBING OR WIRING TO BE TAPED TO

MAINLINE EVERY 10'-0"

1 PIPE SLEEVE

NOT TO SCALE

SECTION

PLAN VIEW

NOTES:

1. SEE NOTES (IRRIGATION LEGEND) FOR SLEEVE SIZING.

2. 4" MIN. CLEARANCE IN ANY DIRECTION BETWEEN LATERALS, MAINLINE, OR SLEEVING.

PAVING SURFACE EDGE1

SLEEVE, TYP.2

EXTEND ALL SLEEVING MIN. OF 12"

BEYOND EDGE OF PAVING, TYP.

PAVING SURFACE4

COMPACTED BASE5

SURROUND SLEEVE WITH 3" OF

DEBRIS-FREE SAND.

IRRIGATION WIRES SLEEVE7

LATERAL SLEEVING8

MAIN LINE SLEEVE9

12"

THRUST BLOCK

NOT TO SCALE

NOTES

1. FIGURE (100%) AT THRUST BLOCK INDICATES PERCENT OF

TOTAL THRUST TO BE APPLIED FOR BEARING AREA OF 2,000

P.S.F.

2. ARROW ( ) INDICATES THRUST DIRECTION.

3. CONCRETE FOR THRUST BLOCKS TO BE 2,000 P.S.I.

4. ALL MJ AND FLANGED FITTINGS TO BE WRAPPED WITH

POLYETHYLENE WRAP PRIOOR TO POURING THRUST BLOCK.

5. CONTROL WIRE SHALL BE KEPT OUT OF THE CONCRETE

THRUST BLOCKS.

6. ALL MAIN LINE FITTINGS THREE (3") INCHES AND LARGER,

WHETHER DUCTILE IRON OR SOLVENT WELD, SHALL BE

THRUST BLOCKED.

MINIMUM BEARING AREA IN SQ. FT.

NOTE: RESTRAINT SIZING IS BASED UPON A MAXIMUM

OPERATING PRESSURE OF 150 PSI AND A TEST PRESSURE OF

200 PSI, AND A MINIMUM SOIL BEARING STRENGTH OF 2,000

PSF. OPERATING PRESSURES IN EXCESS OF 150 OR SOILS WITH

LESS THAN 2,000 POUND BEARING STRENGTH WILL REQUIRE

SPECIAL DESIGN.

PIPE

SIZE

DEAD END

OR TEE

90°

ELBOW

45°

ELBOW

22 1/2°

ELBOW

11 1/4°

ELBOW

3 32 2 2 2 4 32 2 2 2 6 5.54 3 2.5 2 8 9.56.5 5 2.75 2.5

12 2014 11 5.5 3

P-1-24.223-17

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

IRRIGATION

DETAILS

IR502

NOTE:

1. ALL IRRIGATION CONTROL WIRE SPLICES

ARE TO BE MADE USING 3M DBR-Y SPLICE.

2. ALL VALVE BOXES AND LIDS TO MATCH

COLOR OF MULCH AREAS. VALVE BOXES

AND LIDS IN LAWN AREAS TO BE

STANDARD GREEN.

JUMBO VALVE BOX1

FINISH GRADE2

DRIP ZONE KIT3

WATER PROOF CONNECTORS (2)4

18-24" COILED WIRE5

SCHEDULE 80 T.O.E. NIPPLE6

MAINLINE PIPE AND FITTING7

BRICK SUPPORTS (4)8

3/4" MINUS WASHED GRAVEL9

PVC ACTION UNIONS (2)10

DRIP CONTROL VALVE ASSEMBLY �HUNTER�

NOT TO SCALE P-1-24.223-54

1 ECO INDICATOR - FLEX TUBING

NOT TO SCALE

LEGEND:

ECO INDICATOR

4 PVC LATERAL PIPE

FINISHED GRADE

ADJACENT MULCH

5 FLEX TUBING

P-1-24.223-31

MANUAL FLUSH VALVE

1 1/2" = 1'-0"

10" ROUND VALVE BOX

17mm BARB x BARB

SHUT OFF VALVE

17mm DRIP TUBING

BRICK SUPPORTS (3)

3/4" GRAVEL SUMP. PROVIDE

3 GAL. MIN GRAVEL FOR

SUMP.

P-1-24.223-33

AIR RELIEF TUBING

1 1/2" = 1'-0"

FINISH GRADE

10" ROUND VALVE BOX

AIR/VACUUM RELIEF VALVE

3/4" MPT x 1/2" FPT

BUSHING

DRIPLINE TUBING

ADAPTER TEE

3/4" GRAVEL SUMP

BRICK SUPPORTS (3)

P-1-24.223-32

Sheets and Views

_blu-Cover_24-223-L000

24-223_Site-LS100

24-223_Site-LS501

24-223_Landscape-LP100

24-223_Landscape-LP501

24-223b_Irrigation Plan-LI100

24-223b_Irrigation Plan-IR501

24-223b_Irrigation Plan-IR502

24-223b_Irrigation Plan

24-223_Site-LS100

24-223_Site-LS501

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