7.Polk_Building_Landscape.pdf

PDF 8 MB Posted Jul 29, 2026

Attached to: Phase 2 Polk Building Renovations
Solicitation number: PSUT-26-06
Issued by: Broward County, Florida

About this file

Written by GovTribe AI · Aug 5, 2026

This landscape design document prepared by Andres Montero Landscape Architecture outlines the landscaping and irrigation specifications for Phase 2 Polk Building Renovations located at 8200 South Palm Drive, Pembroke Pines, Florida 33025, a project undertaken by the City of Pembroke Pines. The landscape plan encompasses tree disposition, protection of existing vegetation, new planting design, hardscape improvements including concrete walks and parking modifications, and a comprehensive irrigation system installation. The project requires the contractor to obtain tree removal permits prior to removing designated trees and to implement existing tree protection fencing around 14 protected trees using split rail fencing and wooden stakes. New plantings include various tree species, palms, shrubs, and groundcovers distributed across multiple landscape beds, with detailed specifications for planting soil composition, mulch application, and root barrier installation for trees planted within five feet of underground utilities or structures. The contractor must test percolation of all planting pits prior to installation and is responsible for removing existing limerock and limerock sub-base to a minimum depth of 36 inches or native soil from all landscape planting areas.

The design includes an irrigation system with mainline and lateral piping utilizing PVC Schedule 40, Hunter spray heads for turf and shrub irrigation, rotor pop-up sprinklers, remote control valves, a rain sensor, and a 12-station controller powered by a 120 VAC electrical source. All plant material must meet Florida Nursery Grade No. 1 standards and be fertilized with specified planting tablets at installation. The contractor must guarantee plant survivability for 12 months for trees and palms, 90 days for shrubs and groundcovers, and 60 days for sod, with all damaged or removed landscape replaced at the contractor's expense. The contractor bears responsibility for locating underground utilities, avoiding damage to existing services, repairing any damage caused by contractor error, and ensuring all work complies with applicable local landscape codes and requirements as part of the base bid. The project documents are marked as a permit set dated November 17, 2023, and are not for construction.

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NOTES:

1. EXISTING TREES TO REMAIN TO BE

PROTECTED DURING CONSTRUCTION - SEE

EXISTING TREE PROTECTION FENCE DETAIL #1

ON SHEET L-01.

2. CONTRACTOR SHALL OBTAIN A TREE

REMOVAL PERMIT PRIOR TO THE REMOVAL OF

TREES/PALMS PROPOSED TO BE REMOVED.

3. AN ATTEMPT HAS BEEN MADE TO SHOW THE

APPROXIMATE LOCATION, SIZE AND

CONDITIONS OF THE EXISTING TREES/PALMS

ON THE PROPERTY. THIS INFORMATION HAS

BEEN COLLECTED DURING A SITE VISIT TO

THE PROPERTY BY LANDSCAPE ARCHITECT.

4. CONTRACTOR SHALL OBTAIN A TREE

REMOVAL PERMIT PRIOR TO THE REMOVAL OF

TREES/PALMS PROPOSED TO BE REMOVED.

LEGEND

EXISTING TREE TO REMAIN

TREE PROTECTION FENCE

X TREE NUMBER

EXISTING TREE TO BE

REMOVED

TREE CANOPY

DISTURBED AREA

LEGEND

1. EXISTING TREE

2. DRIPLINE

3. FENCE TO EXTEND TO THE EDGE OF THE DRIPLINE OR

MORE WHERE POSSIBLE

4. THREE ROWS OF SPLIT RAIL FENCING (2'x4') TO BE

PLACED AROUND ALL EXISTING TREES TO REMAIN.

5. WOODEN STAKES (2'x4'x5' MIN.) ON 5' CENTERS - TO

SUPPORT SPLIT RAIL FENCING.

NOTES:

a. ALL EXPOSED ROOTS WITHIN ROOT PROTECTION ZONE SHALL BE HAND PRUNED TO HAVE A SMOOTH, CLEAN

CUT WITHOUT TEARING OR SPLITTING.

b. BARRIER TO FORM A CONTINUOUS CIRCLE AROUND THE TREE OR GROUP OF TREES.

c. CONTRACTOR TO INSTALL PROTECTIVE FENCE BARRIER AROUND ALL EXISTING TREES TO REMAIN - AT THE

START OF THE PROJECT - FENCE TO REMAIN IN PLACE THROUGHOUT THE DURATION OF THE PROJECT.

d. CONTRACTOR SHALL TAKE EXTRA CARE DURING EARTHWORK AND UTILITY OPERATIONS TO PROTECT ALL

EXISTING TREES - AND SHALL BE RESPONSIBLE TO REPLACE ANY TREES DAMAGED DURING CONSTRUCTION.

1 EXISTING TREE PROTECTION FENCE

SECTION

d-Protection fence 1.dwg

SCALE: N.T.S

NOVEMBER 17, 2023

U R

L-01PE

O T

C O

R U

O N

1" = 20'-0"

AEM/MEP

AEM

20' 40' 60'0'

GRAPHIC SCALE

NORTH

Drawn By:

Approved By:

Date:

Sheet Number:

Project No:

Scale:

R ev

D at e:

D es cr ip tio n:

B y:

Sh ee t T itl e:

3 41 2

Pr oj ec t N am e:

B U

S O

M D

, F

202245

ALL DESIGNS AND DETAILS ON THIS DRWAWING ARE THE

PROPERTY OF ANDRES MONTERO LANDSCAPE

ARCHITECTURE, LLC. AND SHALL NOT BE USED, COPIED

OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM

ANDRES MONTERO LANDSCAPE ARCHITECTURE, LLC.

D P

N D

C H

.8 w w w

.a m la st ud io

.c om

U R

SEAL / SIGNATURE

M O

R O

, P

, A

E O

O R

N L

E . O

N D

. S

R T

E, F

Know what's below.

Call before you dig.

Sunshine State One Call

AutoCAD SHX Text 6.5

AutoCAD SHX Text N01°54'54"W

AutoCAD SHX Text 565.79'

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671.10' (TOTAL)

AutoCAD SHX Text N88°05'06"E 308.30'

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AutoCAD SHX Text 565.19'

AutoCAD SHX Text N87°55'50"E

AutoCAD SHX Text 222.02'

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INFORMATION TECHNOLOGY (GIS)

COURTYARD

UTILITY ADMINISTRATION

2' -6

SHOWER SHOWER

NOTE A

5' -8

COPIER

NIC

WARMING

OVEN

MONITOR

MONITORS

DOUBLE

WALL

INSULATION

MONITOR

5 A/C UNITS

2-HOUR

PARTITIONS TO

THE DECK

JANITOR

1-HOUR

PARTITIONS

MICRO ON A SHELF

OR BUILT-IN

1-HOUR

PARTITIONS

OFFICE

4,162 SQ. FT.

LINE OF CANOPY ABOVE

CASHIER

SITTING

AREA

MONITOR

LOBBY

CUSTOMER

SERVICE

CASHIER

106B

CASHIERING

106A

FIRE RISER

ROOM

MECHANICAL

ROOM

TOILET

STORAGE

OFFICE

RECORDS

BREAK ROOM

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITOR

CONFERENCE

ROOM

OFFICE

COPY

ROOM

119 OFFICE

ASSISTANT

DIRECTOR

OFFICE

120 ASSISTANT

DIRECTOR

OFFICE

ADMINISTRATIVE

ASSISTANT

UTILITES

DIRECTOR

126A

STORAGE

126B

TOILET

126C

WOMEN'S

RESTROOM

MEN'S

RESTROOM

BREAK ROOM

129A

NAP ROOM

EOC

132A

MECHANICAL

ROOM

132B

WATER

HEATER

129B

MECHANICAL

ROOM

ELECTRICAL

ROOM

MAIL

ROOM

OFFICE

BILLING

OFFICE

MECHANICAL

ROOM

CONFERENCE

ROOM

IT / MDF

ROOM

OFFICE

WORKSTATION

OFFICE

STORAGE

JANITOR

TOILET

BREAK ROOM

TOILET

HALLWAY

NEW CONCRETE SLAB

JANITOR WILL

BE 1-HOUR

PARTITIONS

HALLWAY

EXISTING

STEEL COLUMN

EXIST.

STEEL

COL.

EXIST COL.

REF REF

SINK

MICROWAVE

EXISTING

STEEL

COLUMNS

REF

MICROWAVE

1-HOUR

PARTITIONS

CONF. TABLE

SHELVES

MOP SINK W/ SHELF

ADA

PLANTING

ALKW

COVERED

PARKING

COURTYARD

A/C EQUIPMENT ON A 4"

THICK CONCRETE SLAB

NEW

DRIVE AND

PARKING

8' X 8' ACCESSTO

COURTYARD

NEW

PARKING LOT

ING LOT

EXISTING PARKING LOT

6,060 SQ

. FT.

SOUTH PALM DRIVE

ADA

O.H. POW

ER LINE

O.H. POW

ER LINE

EXISTING FPL TRANSFORMER

TO REMAIN/REPLACED

EXISTING TREES

TO REMAIN

EXISTING TREE TO

REMAIN

ADA

GENERATOR ON 8"

THICK CONCRETE SLAB

H : 25

H : 3

LIGHT POLES

SINGLE

BOLLARDS

(TYP.)

LIGHT

POLE

DOUBLE

LIGHT

POLK BUILDING

FIN. FL. 7.05'

NEW

PAVING

EXISTING

H : 25

10'-0"

SIGHT TRIANGLES

10'-0"

NOTES:

1. EXISTING IRRIGATION SYSTEM TO BE RECONFIGURED/ADJUSTED TO ACCOMMODATE NEW

PLANTINGS. CONTRACTOR TO COORDINATE THE INSTALLATION OF IRRIGATION SLEEVES TO

NEW PLANTING ISLANDS TO CONNECT NEW IRRIGATION AREAS TO EXISTING SYSTEM.

2. EXISTING TREES TO REMAIN TO BE PROTECTED DURING CONSTRUCTION - SEE EXISTING

TREE PROTECTION FENCE DETAIL #1 ON SHEET L-01

3. ROOT BARRIERS ARE REQUIREMENT FOR TREES PLANTED WITHIN 5' UNDERGROUND

UTILITIES, SIDEWALKS OR PAVEMENTS. INSTALLATION MUST BE AT 5' DEPTH AND PLACED

AGAINST THE EDGE OF PAVEMENT . ROOT BARRIERS IN PARKING LOT ISLAND AND FOR TREES

WITH AGGRESSIVE ROOT SYSTEM WITHIN 10' OF A PAVED SURFACE OR STRUCTURE SHOULD

BE INSTALLED AS NEEDED. SEE DETAIL #8 ON SHEET L-03

4. ANY EXISTING LANDSCAPE REMOVED/DAMAGED BEFORE AND DURING CONSTRUCTION MUST

BE REPLACED.

5. PERIMETER HEDGE AROUND PERIPHERY OF THE PROPERTY PROVIDED. ANY GAP WITHIN

EXISTING HEDGE SHALL BE FILLED TO PROVIDE A CONTINUING HEDGE WERE REQUIRED

EXISTING

LANDSCAPE

AREA

MULCH

SPX-2

SPX-3

SPX-1

EXISTING

LIGHT POLE

EXISTING

POWERLINES

EXISTING

LIGHT POLE

SPX-1

SPX-1 SPX-2SPX-1

SPX-3

SPX-2

SPX-1

SPX-3

SPX-2

NOTE:

- SEE LANDSCAPE CALCULATION TABLES ON SHEET L-03

LEGEND

EXISTING TREE TO REMAIN

TREE PROTECTION FENCE

NEW TREE

NEW PALM

X TREE NUMBER

1 CE

13 MUH

9,465 SF SOD

1 CE

16 TRD

1 CE

EXISTNG

SOD

45 TRD

20 MUH

2 CO

46 MUH

1,535 SF SOD

121 CHR

4 QV

1 CO

26 MUH

330 SF SOD

6 CE

29 MUH

1 SPX

2,630 SF SOD

1 CO

59 DII

37 TRF

38 MUH

32 MUH

3 SPX

8 TRD

7,620 SF SOD

114 CHR

7 CHR

32 MUH

8 LA

10 CHR

1,100 SF SOD

28 ILX

55 DII380 SF SOD

25 DII

3 SPX

56 ILX

27 DII

1 CG

18 ILX

28 DII

22 ILX

2 CG

175 SF SOD

18 ILX

5,690 SF SOD

60 DII

1 VMX

1 CG

31 DII

8 TRD

42 MUH

1 QV

8 SRX

5 VMX

3 SPX

1 QV

21 MUH

3 SPX

17 MUH

7 TRD

17 HAM

18 MUH

21 MUH1 QV

2 VMX

25 MUH

8 SRX

17 TRD

3 VMX

1 CE

12 CHR

24 MUH

19 MUH

1 QV

41 CLF

14 SRX

1 SPX

14 CAP

13 PHG

47 MOS

39 CLF

3,725 SF SOD

1 FW-E

18 DII

11 CHR

24 SRX

12 HAM

19 CHR

27 CAP

6,695 SF SOD

13 CAP

73 MOS

46 HAM

40 TRF

3 VMX

22 TRF

23 HAM

32 TRF

1 IC

29 ILX

11 CAP

22 HAM

42 FIM

36 PHR

38 PHR

13 CAP

24 HAM

21 MUH

27 DII

27 CLF

710 TRA

9 CAP

50 HAM

910 SF SOD

36 DII

1 CO

19 FIM

7 HAM

42 FIM

7 HAM

5 SRX

6 HAM

11 CHR

11 TRD

2 QV

46 MUH

2 IC

2 VMX

15 HAM

40 CAP

9 HAM

33 CHR31 CAP52 CHR

2 CO

4 IC

1 CO

58 CAP 330 SF SOD

12 HAM

2 IC

28 DII

20 FIM

16 TRD

13 SRX

19 SRX

7 SRX

42 MUH

35 HAM

20 ZAP

9 HAM

15 TRD

5 SRX

3 THX

9 FIM

8 HAM7 HAM13 CAP

NOVEMBER 17, 2023

L-02PE

O T

C O

R U

O N

1" = 20'-0"

AEM/MEP

AEM

20' 40' 60'0'

GRAPHIC SCALE

NORTH

Drawn By:

Approved By:

Date:

Sheet Number:

Project No:

Scale:

R ev

D cr ip

Sh ee t T itl e:

3 41 2

Pr oj ec t N am e:

B U

S O

M D

, F

202245

ALL DESIGNS AND DETAILS ON THIS DRWAWING ARE THE

PROPERTY OF ANDRES MONTERO LANDSCAPE

ARCHITECTURE, LLC. AND SHALL NOT BE USED, COPIED

OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM

ANDRES MONTERO LANDSCAPE ARCHITECTURE, LLC.

D P

N D

C H

.8 w w w

.a m la st ud io

.c om

U R

SEAL / SIGNATURE

M O

R O

, P

, A

E O

O R

N L

E . O

N D

. S

R T

E, F

Know what's below.

Call before you dig.

Sunshine State One Call

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PROP. CB# 3 RIM=5.10 INV=1.60

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PROP. CB#2 RIM=5.10 INV=1.60

AutoCAD SHX Text

PROP. 140' OF EXFILTRATION TRENCH

AutoCAD SHX Text

PROP. 239' OF EXFILTRATION TRENCH

AutoCAD SHX Text

PROP. CURB. TYPE D

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EX. 6" SAN SEWER LATERAL TO REMAIN

AutoCAD SHX Text

PROP. 140' OF EXFILTRATION TRENCH

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text N01°54'54"W

AutoCAD SHX Text 565.79'

AutoCAD SHX Text

671.10' (TOTAL)

AutoCAD SHX Text N88°05'06"E 308.30'

AutoCAD SHX Text N01°54'54"W

AutoCAD SHX Text 565.19'

AutoCAD SHX Text N87°55'50"E

AutoCAD SHX Text 222.02'

AutoCAD SHX Text 86.29'

AutoCAD SHX Text 225.01'

AutoCAD SHX Text

311.30' (TOTAL)

AutoCAD SHX Text

PARCEL 3: 4.00 ACRES

AutoCAD SHX Text P.O.B.

AutoCAD SHX Text S88°05'06"W 308.30'

AutoCAD SHX Text S01°54'54"E

AutoCAD SHX Text N87°55'50"E

AutoCAD SHX Text N88°52'44"E

AutoCAD SHX Text 565.19'

AutoCAD SHX Text 10207

AutoCAD SHX Text 7.71

AutoCAD SHX Text

FSC

AutoCAD SHX Text

GREEN PAINT MARK

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MECHANICAL/AC YARD

NOTE:

CONTRACTOR SHALL

ASSURE PERCOLATION OF

ALL PLANTING PITS PRIOR

TO INSTALLATION.

LEGEND

1. 2" NYLON STRAPPING W/RUBBER HOSE-WRAPPED 360 AROUND TRUNK BEFORE TYING- WRAP @ LATERAL BRANCH

2. 3" MULCH AS SPECIFIED MIN. 24" FROM TRUNK

3. SOIL BERM TO HOLD WATER.

4. 2"x4"x3' STAKES BURIED 3" BELOW FINISHED GRADE.

5. FINISHED GRADE - SOD CONDITION (SEE GRADING PLAN).

6. B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS).

7. PREPARED PLANTING SOIL AS SPECIFIED.

8. AUGER PER SPECS FOR PERCOLATION

MIN.

PLAN

2 LARGE TREE

SECTION

d-Large tree.dwg

SCALE: N.T.S

NOTE:

ALL MULCH SHALL BE FREE

OF FIRE ANTS AND DEBRIS .

LEGEND

1. SOD (PROVIDE CLEAN, SMOOTH EDGE BETWEEN SOD AND MULCHED AREAS).

2. 3" MULCH (SEE SPECIFICATIONS)

3. COMPLETELY REMOVE EXISTING SOD AS REQUIRED PRIOR TO PLACING MULCH.

4. PLANTING SOIL (FINE RAKED AND FREE OF WEEDS AND OTHER DELETERIOUS

MATERIALS, SEE SPECIFICATIONS.)

9 MULCH

SECTION

d-Mulch.DWG

SCALE: N.T.S

LEGEND

1. SET ROOT-TRUNK COLLAR FLUSH 1" ABOVE FINISHED GRADE.

2. SIDEWALK OR PAVERS

3. 18" ROOT BARRIER. EXTEND A MINIMUN 6' IN BOTH DIRECTION FROM

THE CENTERLINE OF THE TREES.

4. CENTER TREE IN PLANTER OPENING.

5. MULCH.

6. BACKFILL WITH TOPSOIL OR AMENDED TOPSOIL.

7. CONCRETE SIDEWALK.

DEPTH VARIES BASES

ON SIZE OF ROOT BALL

4 ROOT BARRIER INSTALLATION

SECTION

d-2006-Root barrier.dwg

SCALE: N.T.S

5' MIN

C O

NOTES

1. ALL ROOT BARRIERS SHALL BE 5'

MINIMUM FROM ALL CITY FACILITIES.

2. THE INSTALLATION OF ROOT

BARRIERS SHALL BE COORDINATED

WITH CITY AND INSPECTED BY CITY

PRIOR TO BACKFILLING. ALL ROOT

BARRIERS SHALL EXTEND UP TO

FINISHED GRADE.

3. ROOT BARRIERS SHALL BE MINIMUN

36" DEEP. APPROVED PRODUCTS

INCLUDE "DEEP ROOT" AND "ROOT

SOLUTIONS". FLEXIBLE BARRIERS

SHALL BE 36" PANELS

MANUFACTURED BY BIOBARRIER.

4. ALL ROOT BARRIERS SHALL BE

INSTALLED IN ACCORDANCE WITH

MANUFACTURERS WRITTEN

INSTRUCTIONS.

UNDERGROUND

UTILITIES (MAINS,

SERVICES, ETC.)

NOTE:

CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL PLANTING

PITS/BEDS PRIOR TO INSTALLATION.

TYP

LEGEND

1. PLANT MATERIAL SHALL BE PLANTED 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL.

2. 3" MINIMUM OF MULCH

3. SOIL BERM TO HOLD WATER

4. MINIMUN DEPTH OF 12" PLANTING SOIL FOR GROUNDCOVER BED

5. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED.

6. FINISHED GRADE (SEE GRADING PLAN)

7. PREPARED PLANTING SOIL AS SPECIFIED.

NOTE: WHEN GROUNDCOVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE EXCAVATED TO RECEIVE

PLANTING SOIL & PLANT MATERIAL, UNLESS NOTED OTHERWISE.

7 SHRUBS & GROUNCOVERS

SECTION

d-Shrubs and groundcovers.DWG

SCALE: N.T.S

NOTES:

1. FINAL TREE STAKING DETAILS AND

PLACEMENT TO BE APPROVED BY

LANDSCAPE ARCHITECT

2. CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL PLANTING PITS

PRIOR TO INSTALLATION.

LEGEND

1. PRUNE AND TIE FRONDS WITH HEMP TWINE.

2. TWO LAYERS OF BURLAP TO PROTECT TRUNK.

3. TWO STEEL BANDS TO SECURE BATTONS.

4. THREE 2" X 4" X 18" WOOD BATTONS.

5. 3-2" X 4" LUMBER POLE BRACES. NAIL (DRILL AND NAIL IF NECESSARY) TO BATTONS & 2" X4" STAKES. FLAG AT

MIDPOINT.

6. 3" MIN. MULCH- SEE SPECIFICATIONS.

7. PREPARED PLANTING SOIL AS SPECIFIED. PALMS SHALL BE PLANTED WITH THE TOP OF ROOTBALL AT FINISHED

GRADE.

8. BERM SOIL TO HOLD WATER.

9. 2" X 4" X 3' WOOD STAKES.

10. FINISH GRADE

MIN.

O O

D (C

" M

PLAN

5 SMALL PALM

SECTION

d-Small palm.DWG

SCALE: N.T.S

LEGEND

1. THREE 2"x4"x8" STAKES SPACE EVENLY AROUND TREE PAINTED BROWN.

2. #10 GUAGE WIRE.

3. 3" MINIMUM OF MULCH.

4. SOIL BERM TO HOLD WATER.

5. FINISHED GRADE (SEE GRADING PLAN).

6. B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS).

7. PREPARED PLANTING SOIL AS SPECIFIED.

MIN.

NOTE:

a. CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL PLANTING

PITS PRIOR TO INSTALLATION.

b. FINAL TREE STAKING DETAILS

AND PLACEMENT TO BE

APPROVED BY L.A.

c. PROTECT TREE TRUNK WITH

BLACK RUBBER HOSE

PLAN

6 SMALL TREE

SECTION

d-Small tree.dwg

SCALE: N.T.S

'X'

NOTE:

ALL SHRUBS AND GROUNDCOVER MASSES

TO USE TRIANGULAR SPACING EXCEPT

WHERE NOTED REFER TO PLANT LIST FOR

INDIVIDUAL PLANT SPACING "X".

LEGEND

1. SETBACK FOR SHRUBS PLANTED 24" O.C. OR GREATER.

2. SETBACK FOR GROUNDCOVER AND ANNUALS.

3. PROVIDE MIN. 18" SPACING BETWEEN DIFFERENT PLANT TYPES.

4. CURB OR EDGE OF PAVEMENT.

8 TYPICAL PLANT SPACING

SECTION

d-Typical spacing.DWG

SCALE: N.T.S

LEGEND

1. PRUNE AND TIE FRONDS WITH HEMP TWINE. (WASHINGTONIA PALMS REMOVE PER SPECS, HURRICANE

CUT SABAL PALM).

2. TWO LAYERS OF BURLAP TO PROTECT TRUNK.

3. TWO STEEL BANDS TO SECURE BATTONS.

4. SIX 2" X 4" X 18" WOOD BATTONS PAINTED BROWN.

5. 3-2" X 4" LUMBER POLE BRACE @ 120. NAIL (DRILL AND NAIL IF NECESSARY) TO BATTONS AND 2" X 4"

STAKES. FLAG AT MIDPOINT.

6. 3" MULCH AS SPECIFIED MIN.24" FROM TRUNK.

7. BERM SOIL TO HOLD WATER FINISH GRADE.

8. FINISH GRADE.

9. 2" X 4" WOOD STAKES.

NOTES:

a. SABAL PALMS W/ BOOTS

REMOVED

b. SEE PLANS AND SPECS. FOR

PALMS W/ BOOTS TO REMAIN

ON TRUNK.

c. FINAL TREE STAKING DETAILS

AND PLACEMENT TO BE

APPROVED BY L.A.

d. CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL

PLANTING PITS PRIOR TO

INSTALLATION.

3 SABAL PALM

SECTION

d-Sabal palm.dwg

SCALE: N.T.S

MIN.

C .T

. C

R U

N K

GENERAL NOTES:

1. Before construction begins, the Landscape Contractor is responsible for locating all underground utilities and must avoid damaging any services during construction. If any damage occurs by the fault of the Contractor, the necessary repairs must take place at the Landscape Contractor's expense and under the supervision of the Owner's representative.

2. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications.

3. The Landscape Contractor shall be responsible for examining fully both the site and bid documents.

Discrepancies in the documents or the actual site conditions shall be reported to the Landscape Architect in writing at the time of bidding or discovery. No account shall be made after contract completion for failure by the Landscape Contractor to report such condition or for errors on the part of the Landscape Contractor at the time of bidding.

4. All dimensions to be field checked by the Landscape Contractor prior to landscape material installation.

Discrepancies shall be reported immediately to the Landscape Architect.

5. Contractor shall be responsible for removing all existing and imported limerock and limerock sub-base from all landscape planting areas to a minimum depth of 36" or to native soil. Contractor is responsible to backfill these planting areas to rough finished grade with clean topsoil from an on-site source or an imported source.

6. All planting beds shall be excavated to a minimum size and depth as shown in the planting details for trees, shrubs, and groundcovers, and backfilled with suitable soil unless specified otherwise. All plant material shall be planted in planting soil that is delivered to the site in a loose, clean, and friable condition.

The planting soil shall be of the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well-decomposed sawdust, leaf mold and topsoil. It shall provide a good, pliable, and thoroughly mixed medium with adequate aeration, drainage, and water-holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc.

7. Contractor to test all tree pits with water before planting to assure proper drainage percolation is available.

8. All proposed trees and plant materials shall be graded as Nursery Grade Florida No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and standards for Nursery Plants", most current edition. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Association approved practices.

9. All trees/palms and shrubs shall be fertilized with "Agriform" 20-10-5 planting tablets as per the manufacturer's specifications at the time of installation and prior completion of pit backfilling also in conjunction with note #5. Tablets to be placed uniformly around the root mass at a depth that is between the middle and bottom of root mass at an application rate of: One (1) - 21 gram tablet for 1 gal container, two (2)- tablets for 3 gal container, three (3)- tablets for 5 gal container, four (4)-tablets for 7 gal container, three (3)-tablets for each 1/2 inch of tree caliper, and seven (7) tablets for palms. Ground Cover areas shall receive fertilization with "Ozmocote" time release fertilizer as per manufacturer's specification.

10. All plant beds shall receive a 3" layer of organic mulch, which is to be watered-in after installation. Mulch should be at least six (6) inches away from any portion of a structure or tree trunk and three (3) inches away from the base of shrubs. The use of Cypress mulch is discouraged.

11. All plant material shall be thoroughly watered in at the time of planting and until landscape material is established. No dry material shall be permitted.

12. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant list quantities, the contractor shall notify the owner's representative/Landscape Architect prior to bidding or installation of the project.

13. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense.

14. All tree and shrub locations shall be approved by Landscape Architect prior to planting.

15. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect shall be notified in writing of intended changes.

16. All questions concerning the plan set and/or specifications shall be directed to the Landscape Architect.

17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the Landscape Architect with proper installation carried out by the Landscape Contractor at no additional cost.

18. There shall be no additions, deletions, or substitutions without written approval of the Landscape Architect.

19. All screening hedges shall be planted and maintained in a way that they form a continuous visual screen.

Screening hedges at VUA to be maintained at a minimum height of thirty (30) inches unless specified otherwise to meet local codes.

20. The Landscape Contractor shall guarantee, in writing, plant survivability. Trees and palms for twelve (12) months, shrubs, and groundcovers for ninety (90) days and sod for sixty (60) days from final acceptance by the Owner or Owner's representative.

21. Existing sod shall be removed as necessary to accommodate new plantings.

22. All existing trees on site shall be protected from damage during construction - See existing tree protection fence detail.

23. Any existing landscape and hardscape areas that are unnecessarily disturbed during the landscape installation shall be restored to their original conditions by the Landscape Contractor.

24. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of all debris generated during the installation of this project.

25. The Landscape contractor shall fine grade all lawn and planting areas prior to plant material installation.

Fine grading shall consist of final finished grading of lawn and planting areas that have been rough graded by others.

26. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth.

27. Prior to sod installation, the Landscape Contractor shall clear the area of debris, weeds and remove any bumps and depressions within the area to be sodded.

28. All landscape areas to have a positive drainage away from buildings and structures. Finished grade of landscape areas to be at or below the grade of adjacent sidewalks, slabs, or VUA

29. All shade and medium trees installed within 5' of a public infrastructure shall utilize a root barrier system unless specified otherwise.

30. In addition to these requirements the Landscape Contractor shall comply with all local landscape codes and requirements as part of this base bid and contract in order to satisfy the review and approval of the governing agency.

NOVEMBER 17, 2023

L-03PE

O T

C O

R U

O N

N.T.S

AEM/MEP

AEM

Drawn By:

Approved By:

Date:

Sheet Number:

Project No:

Scale:

R ev

D cr ip

Sh ee t T itl e:

3 41 2

Pr oj ec t N am e:

B U

S O

M D

, F

202245

ALL DESIGNS AND DETAILS ON THIS DRWAWING ARE THE

PROPERTY OF ANDRES MONTERO LANDSCAPE

ARCHITECTURE, LLC. AND SHALL NOT BE USED, COPIED

OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM

ANDRES MONTERO LANDSCAPE ARCHITECTURE, LLC.

D P

N D

C H

.8 w w w

.a m la st ud io

.c om

U R

SEAL / SIGNATURE

M O

R O

, P

, A

E O

O R

N L

E . O

N D

. S

R T

E, F

Know what's below.

Call before you dig.

Sunshine State One Call

N D

E D

ADA

PLANTING

ALKW

COVERED

PARKING

COURTYARD

A/C EQUIPMENT ON A 4"

THICK CONCRETE SLAB

NEW

DRIVE AND

PARKING

8' X 8' ACCESSTO

COURTYARD

NEW

PARKING LOT

ING LOT

EXISTING PARKING LOT

6,060 SQ

. FT.

SOUTH PALM DRIVE

ADA

O.H. POW

ER LINE

O.H. POW

ER LINE

EXISTING FPL TRANSFORMER

TO REMAIN/REPLACED

EXISTING TREES

TO REMAIN

EXISTING TREE TO

REMAIN

ADA

GENERATOR ON 8"

THICK CONCRETE SLAB

H : 25

H : 3

LIGHT POLES

SINGLE

BOLLARDS

(TYP.)

LIGHT

POLE

DOUBLE

LIGHT

POLK BUILDING

FIN. FL. 7.05'

NEW

PAVING

EXISTING

H : 25

EXISTING

LANDSCAPE

AREA

PUMP3

2"11

4"11 4"

1" 1"

4" 1" 1" 11

4" 11

2" 1"

1" 3 4"1"11

4"11 4"

4"1"3

4" 1" 1"

2"11 4"1"3

4" 1" 11

1"2"

4" 3"

2" 11

4"1"

2"3 4"

4" 1" 1"

4" 2"

4" 11

2" 11

4"11

4"1"1"

4"3

4" 11

4" 1"

4"2"

46.92"

47.82"

392"

57.12"

542"

43.42"

36.52"

39.12"

48.52"

49.02"

2" MAIN LINE

1" CONDUIT

APPROX. LOCATION OF

WATER METER,1.5 H.P.

PUMP, TIME CLOCK,PUMP

START RELAY

AND RAIN SENSOR.

1-4" SL

1-2" SL

NOTE:

ALL IRRIGATION EQUIPMENT AND PIPING ARE SHOWN FOR CLARITY PURPOSE ONLY AND SHALL BE

INSTALLED WITH IN ALL PROPERTY LINES AND AVOID ALL UTILITIES.

1-4" SL

1-2" SL

1-4" SL

1-2" SL

1-4" SL

1-2" SL

1-4" SL

1-2" SL

2" MAIN LINE

1" CONDUIT

2" MAIN LINE

1" CONDUIT

2" MAIN LINE

1" CONDUIT

2" SUCTION LINE INTO

LAKE ACROSS THE

STREET TO THE NORTH

(approx. 200 LF)

INFORMATION TECHNOLOGY (GIS)

COURTYARD

UTILITY ADMINISTRATION

2' -6

SHOWER SHOWER

NOTE A

5' -8

COPIER

NIC

WARMING

OVEN

MONITOR

MONITORS

DOUBLE

WALL

INSULATION

MONITOR

5 A/C UNITS

2-HOUR

PARTITIONS TO

THE DECK

JANITOR

1-HOUR

PARTITIONS

MICRO ON A SHELF

OR BUILT-IN

1-HOUR

PARTITIONS

OFFICE

4,162 SQ. FT.

LINE OF CANOPY ABOVE

CASHIER

SITTING

AREA

MONITOR

LOBBY

CUSTOMER

SERVICE

CASHIER

106B

CASHIERING

106A

FIRE RISER

ROOM

MECHANICAL

ROOM

TOILET

STORAGE

OFFICE

RECORDS

BREAK ROOM

WOMEN'S

RESTROOM

MEN'S

RESTROOM

JANITOR

CONFERENCE

ROOM

OFFICE

COPY

ROOM

119 OFFICE

ASSISTANT

DIRECTOR

OFFICE

120 ASSISTANT

DIRECTOR

OFFICE

ADMINISTRATIVE

ASSISTANT

UTILITES

DIRECTOR

126A

STORAGE

126B

TOILET

126C

WOMEN'S

RESTROOM

MEN'S

RESTROOM

BREAK ROOM

129A

NAP ROOM

EOC

132A

MECHANICAL

ROOM

132B

WATER

HEATER

129B

MECHANICAL

ROOM

ELECTRICAL

ROOM

MAIL

ROOM

OFFICE

BILLING

OFFICE

MECHANICAL

ROOM

CONFERENCE

ROOM

IT / MDF

ROOM

OFFICE

WORKSTATION

OFFICE

STORAGE

JANITOR

TOILET

BREAK ROOM

TOILET

HALLWAY

NEW CONCRETE SLAB

JANITOR WILL

BE 1-HOUR

PARTITIONS

HALLWAY

EXISTING

STEEL COLUMN

EXIST.

STEEL

COL.

EXIST COL.

REF REF

SINK

MICROWAVE

EXISTING

STEEL

COLUMNS

REF

MICROWAVE

1-HOUR

PARTITIONS

CONF. TABLE

SHELVES

MOP SINK W/ SHELF

NOVEMBER 17, 2023

L-04PE

O T

C O

R U

O N

1" = 20'-0"

AEM/MEP

AEM

20' 40' 60'0'

GRAPHIC SCALE

NORTH

Drawn By:

Approved By:

Date:

Sheet Number:

Project No:

Scale:

R ev

D cr ip

Sh ee t T itl e:

3 41 2

Pr oj ec t N am e:

B U

S O

M D

, F

202245

ALL DESIGNS AND DETAILS ON THIS DRWAWING ARE THE

PROPERTY OF ANDRES MONTERO LANDSCAPE

ARCHITECTURE, LLC. AND SHALL NOT BE USED, COPIED

OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM

ANDRES MONTERO LANDSCAPE ARCHITECTURE, LLC.

D P

N D

C H

.8 w w w

.a m la st ud io

.c om

U R

SEAL / SIGNATURE

M O

R O

, P

, A

E O

O R

N L

E . O

N D

. S

R T

E, F

Know what's below.

Call before you dig.

Sunshine State One Call

AutoCAD SHX Text

PROP. 8'X8' ACCESS TO COURTYARD

AutoCAD SHX Text

PROP. CURB. TYPE D

AutoCAD SHX Text

PROP. PARKING WHEELSTOP (TYP.)

AutoCAD SHX Text

PROP. PARKING WHEELSTOP (TYP.)

AutoCAD SHX Text

PROP. CURB. TYPE D

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PROP. PARKING WHEELSTOP (TYP.)

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PROP. PARKING WHEELSTOP (TYP.)

AutoCAD SHX Text

PROP. CONC. WALK

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PROP. CONC. WALK

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PROP. CONC. WALK

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PROP. CONC. WALK

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PROP. CURB. TYPE D

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PROP. CURB. TYPE D

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PROP. CURB. TYPE D

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MATCH EXIST. ASPHALT

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MATCH EXIST. ASPHALT

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PROP. CURB. TYPE D

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PROP. CURB. TYPE D

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PROP. CURB. TYPE D

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PROP. 8" PVC WM EXTENSION

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PROP. 6" DDCV

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PROP. 6" DIP FIRE SERVICE

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PIPE CROSSING 8" WM & 6" SAN. (MIN. 12" VERT. SEPARATION)

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PROP. 8"X6" TEE & 6" G.V.

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PROP. 8"X6" TEE, 6" G.V. & FIRE HYDRANT

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PROP. RAMP

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EXIST. DAMAGED ASPHALT TO BE REPAIRED & RESURFACED

AutoCAD SHX Text

PROP. ASPHALT

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PROP. ASPHALT

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PROP. PARKING WHEELSTOP (TYP.)

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PROP. PARKING WHEELSTOP (TYP.)

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PROP. PARKING WHEELSTOP (TYP.)

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PROP. PARKING WHEELSTOP (TYP.)

AutoCAD SHX Text M

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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PROP. 2" WATER SERV. CONNECTION, 1 1/2" W.M. & BACKFLOW

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PROP. FIRE HYDRANT

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PROP. FDC

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PROP. 6" DDCV

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PROP. 6"X6" TEE & 6" G.V.

AutoCAD SHX Text

PROP. RAMP

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PROP. SAN. SEWER CLEANOUT

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PROP. CB# 3 RIM=5.10 INV=1.60

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PROP. CB#2 RIM=5.10 INV=1.60

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PROP. 140' OF EXFILTRATION TRENCH

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PROP. 239' OF EXFILTRATION TRENCH

AutoCAD SHX Text

PROP. CURB. TYPE D

AutoCAD SHX Text

EX. 6" SAN SEWER LATERAL TO REMAIN

AutoCAD SHX Text

PROP. 140' OF EXFILTRATION TRENCH

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text N01°54'54"W

AutoCAD SHX Text 565.79'

AutoCAD SHX Text

671.10' (TOTAL)

AutoCAD SHX Text N88°05'06"E 308.30'

AutoCAD SHX Text N01°54'54"W

AutoCAD SHX Text 565.19'

AutoCAD SHX Text N87°55'50"E

AutoCAD SHX Text 222.02'

AutoCAD SHX Text 86.29'

AutoCAD SHX Text 225.01'

AutoCAD SHX Text

311.30' (TOTAL)

AutoCAD SHX Text

PARCEL 3: 4.00 ACRES

AutoCAD SHX Text P.O.B.

AutoCAD SHX Text S88°05'06"W 308.30'

AutoCAD SHX Text S01°54'54"E

AutoCAD SHX Text N87°55'50"E

AutoCAD SHX Text N88°52'44"E

AutoCAD SHX Text 565.19'

AutoCAD SHX Text 10207

AutoCAD SHX Text 7.71

AutoCAD SHX Text

FSC

AutoCAD SHX Text

GREEN PAINT MARK

AutoCAD SHX Text

MECHANICAL/AC YARD

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

IRRIGATION SCHEDULE

NOVEMBER 17, 2023

L-05P E

R M

I T

S T

R U

C T

I O

1" = 20'-0"

AEM/MEP

AEM

20' 40' 60'0'

GRAPHIC SCALE

NORTH

Drawn By:

Approved By:

Date:

Sheet Number:

Project No:

Scale:

R e v a t e e s c r i p t i o n y

S h e e t

T i t l e

1 2

P r o j e c t

N a m e

P O

L K

U I L D

I N

A L

R I V

P E

M B

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202245

ALL DESIGNS AND DETAILS ON THIS DRWAWING ARE THE

PROPERTY OF ANDRES MONTERO LANDSCAPE

ARCHITECTURE, LLC. AND SHALL NOT BE USED, COPIED

OR REPRODUCED WITHOUT WRITTEN PERMISSION FROM

ANDRES MONTERO LANDSCAPE ARCHITECTURE, LLC.

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Know what's below.

Call before you dig.

Sunshine State One Call

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ROTOR POP-UP SPRINKLER

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PVC LATERAL PIPE

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FINISH GRADE

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ROTOR PUP-UP SPRINKLER HUNTER PGP

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1/2" HUNTER FUNNY

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PIPE

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PVC SCH 40 TEE

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PVC SCH 40 CONDUIT

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PVC SCH 40 CONDUIT

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AND FITTINGS TO POWER SUPPLY

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OUTSIDE WALL

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CONTROLLER

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VALVES

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JUNCTION BOX

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AND FITTINGS

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CONTROLLER:

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WIRES TO REMOTE CONTROL

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HUNTER ICV VALVE

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PROC-12

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PVC LATERAL PIPE

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PVC SCH 80 NIPPLE

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PVC SCH 80 NIPPLE

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SCH 40 TEE OR

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WATER PROOF CONNECTION

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PVC SCH 40 ELL

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PVC SCH 80 NIPPLE

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REMOTE CONTROL VALVE:

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VALVE BOX WITH COVER:

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FINISH GRADE/TOP OF MULCH

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12-INCH SIZE

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PVC MAINLINE PIPE

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(LENGTH AS REQUIRED)

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DUCTILE IRON SERVICE TEE

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SEE SPEC. SHEET FOR DETAIL

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PVC WIRELINE PIPE

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UNOBSTRUCTED RAINFALL

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WHERE RAIN SENSOR IS

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RAIN SENSOR - INSTALL

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HUNTER MINI CLIK

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AUTOMATIC RAIN SENSOR

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TYPICAL CONTROLLER

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STATIONS

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TERMINAL

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COMMON

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IS EXPOSED TO

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IN AN OPEN AREA

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COMMON WIRE TO

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IRRIGATION SPRAY

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AND IS CLEAR OF

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CONTROL VALVES

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BUBBLER ON RISER

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PROS-06 SPRAY HEAD

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MODEL PROS-06 SPRAY HEAD

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LATERAL PIPE

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FINISH GRADE

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LATERAL TEE OR ELL

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HUNTER 'PRO-FLEX' TUBING,

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SPRAY HEAD

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3/4" SCH.40 RISER

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PVC SCH 40 TEE OR ELL

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POP-UP SPRAY SPRINKLER ON RISER

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PVC LATERAL PIPE

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TOP OF PLANT MATERIAL

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PROS-12 SPRAY HEAD

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POP-UP SPRAY SPRINKLER:

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1/2" FUNNY

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PIPE

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PROS-12 SPRAY HEAD

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3/4" SCH.40 RISER

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TOP OF PLANT MATERIAL

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MODEL-5004

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RAIN BIRD ROTOR

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PIPE

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POP-UP SPRAY SPRINKLER ON RISER

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IN FROM WATER METER

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OUT TO SPRINKLER SYSTEM

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BACKFLOW PREVENTER

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GENERAL NOTES

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AutoCAD SHX Text All mainline, lateral line and control wire conduit under paving shall be installed in separate sleeves. Sleeves shall be a minimum of twice (2X) the diameter of the pipe to be sleeved. Main Line shall be installed in with lateral pipe where possible.

AutoCAD SHX Text Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection.

AutoCAD SHX Text 2.

AutoCAD SHX Text Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per local codes.

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AutoCAD SHX Text Final location of the backflow preventer and automatic controller shall be approved by the owner's authorized representative.

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AutoCAD SHX Text 120 VAC electrical power source at controller location shall be provided by others. The electrical contractor shall make the final connection from the electrical source to the controller.

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AutoCAD SHX Text All sprinkler heads shall be set perpendicular to finish grade unless otherwise specified.

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AutoCAD SHX Text The irrigation contractor shall flush and adjust all sprinkler heads and valves for optimum spray with minimal overspray onto walks, streets, walls, etc.

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AutoCAD SHX Text This design is diagramatic. All piping, valves, etc., shown within paved areas is for design clarification only and shall be installed in planting areas wherever possible. The contractor shall locate all valves in shrub areas where possible.

AutoCAD SHX Text It is the responsibility of the irrigation contractor to familiarize himself with all grade differences, location of walls, retaining walls, structures and utilities. The irrigation contractor shall repair or replace all items damaged by his work. He shall coordinate his work with other contractors for the location and installation of pipe sleeves through walls, under roadways and paving, etc.

AutoCAD SHX Text Do not willingly install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or differences in the area dimensions exist that might not have been considered in the engineering. such obstructions or differences should be brought to the attention of the owner's authorized representative. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revisions necessary.

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AutoCAD SHX Text All sprinkler equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications.

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AutoCAD SHX Text The irrigation contractor shall install check valves on all heads in areas where finish grade exceeds 4:1, where post valve shut-off draining, of the irrigation head occurs or as directed by the owner's authorized representative.

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AutoCAD SHX Text The contractor shall provide 1800 PCS (pressure compensating screens) as necessary to reduce or eliminate overspray onto streets, walks or other areas as directed by the owner's authorized representative.

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AutoCAD SHX Text All remote control valves, gate valves, quick couplers, control wire and computer cable pull points shall be installed in approved valves boxes with covers.

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AutoCAD SHX Text All control wires shall be installed in PVC conduit.

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AutoCAD SHX Text The installation devices are to be guaranteed for the period of (1) year from the date of final acceptance.

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MANUFACTURER/MODEL/DESCRIPTION

AutoCAD SHX Text Hunter PROS-06 5` strip spray Turf Spray, 6.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-06 8` radius Turf Spray, 6.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-06 10` radius Turf Spray, 6.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-06 12` radius Turf Spray, 6.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-06 15` radius Turf Spray, 6.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-06 adjustable arc Turf Spray, 6.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-12 5` strip spray Shrub Spray, 12.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-12 8` radius Shrub Spray, 12.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-12 10` radius Shrub Spray, 12.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-12 12` radius Shrub Spray, 12.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-12 15` radius Shrub Spray, 12.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

AutoCAD SHX Text Hunter PROS-12 Adjustable Arc Shrub Spray, 12.0" Pop-Up. Co-molded wiper seal with UV Resistant Material.

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MANUFACTURER/MODEL

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GPM

AutoCAD SHX Text Hunter PGP-ADJ 07

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MANUFACTURER/MODEL/DESCRIPTION

AutoCAD SHX Text Hunter ICV-G 1", 1-1/2", 2", and 3" Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

AutoCAD SHX Text Febco 765 2" Pressure Vacuum Breaker, brass with ball valve SOV. Install 12" (305MM) above highest downstream outlet and the highest point in the downstream piping.

AutoCAD SHX Text Hunter PCC-1200 Light Commercial & Residential Controller, 12-Station fixed controller, 120 VAC, Outdoor model

AutoCAD SHX Text Hunter MINI-CLIK Rain Sensor, mount as noted

AutoCAD SHX Text Water Meter 2"

AutoCAD SHX Text Irrigation Lateral Line: PVC Schedule 40

AutoCAD SHX Text Irrigation Mainline: PVC Schedule 40

AutoCAD SHX Text Pipe Sleeve: PVC Schedule 40

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LCS

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File details come from the government source that posted it. Updated Aug 5, 2026.