451067-1-74-01_DB_Blvd_Landscape_West_Grant_Section_#1_RevBidSet_SS.pdf

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451067-1-74-01 BROWARD SR A1A

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

(954) 776-1616

FORT LAUDERDALE, FLORIDA 33309-2132

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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GENERAL NOTES

FDOT GENERAL NOTES

1. DESIGN SPEED = 45 MPH

2. ALL WORK SHALL BE COMPLETED FROM AND WITHIN THE EXISTING RIGHT OF WAY.

3. SEE COVER SHEET FOR GOVERNING STANDARD PLANS AND GOVERNING STANDARD SPECIFICATIONS.

4. CONTRACTOR SHALL REPAIR ALL DAMAGE DONE TO FDOT PROPERTY DURING DEMOLITION, RELOCATION &/OR

INSTALLATION ACTIVITIES AT HIS SOLE EXPENSE.

5. ANY PLANT MATERIAL SUBSTITUTION WITHIN OR IMPACTING THE FDOT RIGHT OF WAY WHETHER REQUESTED

BY THE CONTRACTOR, OWNER, LANDSCAPE ARCHITECT OR OTHER WILL NEED TO GET APPROVAL FROM THE

FDOT DISTRICT LANDSCAPE MANAGER/ARCHITECT.

6. OWNERSHIP OF ALL SUITABLE EXCAVATED MATERIALS, AS DETERMINED BY THE DEPARTMENT, SHALL REMAIN

IN THE DEPARTMENT UNTIL A FINAL ACCEPTANCE OF THE PERMITTED PROJECT IS FULFILLED. EXCAVATED

MATERIALS SHALL BE HAULED BY THE PERMITTEE, AT THEIR COST & EXPENSE FROM THE SITE TO THE

BROWARD OPERATIONS CENTER OR STOCKPILED IN THOSE AREAS AS DIRECTED BY THE DEPARTMENT, INCLUDING ASPHALT MILLINGS.

FDOT PLANTING NOTES

7. FOR LANDSCAPE INSTALLATION, REFER TO THE FDOT STANDARD PLANS INDEX 580-001. ONLINE REFERENCE:

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/580-001.pdf

8. LANDSCAPE PLANT MATERIAL INSTALLED WITHIN THE FDOT RIGHT OF WAY SHALL COMPLY WITH CURRENT

APPLICABLE FDOT MAINTENANCE SPECIFICATION 580. ONLINE REFERENCE:

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2026/idx/580-001.pdf

9. LIMITS OF CLEAR SIGHT FROM LANDSCAPE PLANT MATERIAL INSTALLED WITHIN THE FDOT RIGHT OF WAY

SHALL BE PROVIDED PER FDM CHAPTER 212. ONLINE REFERENCE: https://fdotwww.blob.core.windows.net/sitefinity/ docs/default-source/roadway/fdm/2026/2026fdm212intersections.pdf

10. PRESERVE A CONTINUOUS BAND OF UNDISTURBED COMPACTED SUB-BASE 12 INCH FROM THE BACK OF CURB.

11. FROM STA. 274+15 TO STA. 313+80 THE ENTIRE MEDIAN IS WITHIN THE LATERAL OFFSET AND NO TREES

MATURITY AT > 4 IN ARE PERMITTED.

12. CYPRESS MULCH IS NOT PERMITTED ON FDOT RIGHT OF WAY. USE HARDWOOD MULCH (CONTAINING NO CYPRESS

PRODUCTS), RECYCLED MULCH OR APPROVED EQUAL, CERTIFIED BY THE MULCH AND SOIL COUNCIL (MSC).

SUBMIT PROOF OF CERTIFICATION TO THE FDOT DISTRICT OPERATIONS PERMIT LANDSCAPE INSPECTOR UPON

INSPECTION.

13. SOD AREAS IN ACCORDANCE WITH STANDARD PLANS INDEX 570-010 AND STANDARD SPECIFICATIONS

SECTIONS 162, 570, 981, 982, 983, 987 OF THE DEPARTMENT’S LATEST EDITION OF GOVERNING DESIGN

STANDARDS AND STANDARD SPECIFICATIONS. SOD ALL DISTURBED AREAS WITHIN ONE (1) WEEK OF

INSTALLATION OF SAID PERMITTED WORK.

LANDSCAPE PROJECT NOTES

14. PROJECT DESCRIPTION: FURNISH, INSTALL, ESTABLISH, MAINTAIN AND WARRANTY PLANTS AND INCIDENTAL

WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

15. VERIFY SITE CONDITIONS BEFORE BIDDING.

16. UTILITIES:

a. CALL SUNSHINE 811 OF FLORIDA (811) TWO FULL BUSINESS DAYS BEFORE ANY EXCAVATION WORK.

b. THE CONTRACTOR MUST BE PRESENT FOR UTILITY LOCATES.

c. INSTALL INLET PROTECTION.

17. PROTECT EXISTING TREES WITHIN AND ADJACENT TO LANDSCAPE INSTALLATION ACTIVITIES. REPLACE TREES

AND PLANTS DAMAGED OR DESTROYED WITH THE SAME SPECIES, SIZE, AND QUALITY, OR BETTER.

18. REPAIR AND RESTORE EXISTING AREAS DISTURBED BY INSTALLATION, ESTABLISHMENT OR MAINTENANCE

ACTIVITIES.

19. REMOVE LITTER, DEBRIS, AND EXCESS MATERIAL AT THE END OF EACH DAY’S WORK.

20. STUMP GRIND TO 12” DEPTH STUMPS FROM REMOVED TREES

21. LOCATE EXISTING FDOT AND COUNTY DRAINAGE, ITS AND ELECTRICAL FACILITIES PRIOR TO CONSTRUCTION.

22. SUBMITTALS: NOT LESS THAN 14 DAYS BEFORE THE PRECONSTRUCTION MEETING, SUBMIT:

a. SCHEDULE OF VALUES FOR EACH ITEM OF WORK.

b. WEED CONTROL PRODUCT INFORMATION AND APPLICATION PROCEDURES.

c. WATERING APPLICATION PROCEDURES.

d. MULCH PRODUCT INFORMATION AND APPLICATION PROCEDURES.

e. SOIL AMENDMENT PRODUCT INFORMATION AND APPLICATION PROCEDURES.

f. FERTILIZER PRODUCT INFORMATION AND APPLICATION PROCEDURES.

g. LANDSCAPE CONTRACTOR CERTIFICATION BY THE FLORIDA NURSERY GROWERS AND LANDSCAPE

ASSOCIATION.

h. ARBORIST CERTIFICATION BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA).

i. ROOT PRUNING PROCEDURES.

j. A LIST OF NURSERIES WHERE PLANTS ARE TAGGED, INCLUDING CONTACT INFORMATION AND LOCATION. THE

CITY AND CONTRACTOR MAY VISIT THE NURSERY SITES TO INSPECT REPRESENTATIVE SAMPLES AND LOCK

TAG THE EXAMPLE PLANT MATERIAL.

k. AN ESTABLISHMENT PLAN FOR REVIEW AND COMMENT. SPECIFICALLY DESCRIBE THE ACTIVITIES AND

SCHEDULE TO ACHIEVE ESTABLISHMENT OF PLANTS AND INCIDENTAL WORK. ACCEPTANCE OF THE

ESTABLISHMENT PLAN IS NOT A RELEASE FROM RESPONSIBILITY OF THE ESTABLISHMENT AND

MAINTENANCE AS REQUIRED IN THE CONTRACT DOCUMENTS. PERFORM ANCILLARY ACTIVITIES THAT MAY BE

REQUIRED TO ESTABLISH AND MAINTAIN PLANTS AND INCIDENTAL WORK.

l. EXISTING TREE PROTECTION PROCEDURES.

23. INSTALLATION:

a. AN FNGLA CERTIFIED LANDSCAPE CONTRACTOR MUST BE ON SITE TO DIRECT LANDSCAPE OPERATIONS.

b. MUST BE FDOT PREQUALIFIED FOR LANDSCAPE (ACTIVITY 15).

24. INSTALL PLANTS THAT COMPLY WITH THE FLORIDA DEPARTMENT OF AGRICULTURE’S “GRADES AND STANDARDS

FOR NURSERY PLANTS”, MINIMUM GRADE FLORIDA NUMBER 1, UNLESS OTHERWISE SPECIFIED. MAKE PLANT

MATERIALS FOR INSPECTION BEFORE INSTALLATION.

25. LAYOUT: MARK PLANT LOCATIONS BEFORE INSTALLATION. NOTIFY THE CITY WHEN COMPLETE. ADJUST FINAL

LOCATIONS WHEN DIRECTED. INSTALL NO PLANTS THAT WILL BLOCK OR CREATE CONFLICTS WITH:

a. SIGNS.

b. LIGHTS.

c. OVERHEAD AND UNDERGROUND UTILITIES.

d. ACCESS WAYS.

e. GATES.

f. FPL RIGHT TREE/RIGHT PLACE SETBACKS.

g. ANSI Z-133 UTILITY CLEARANCE REQUIREMENTS

h. FIRE PROTECTION EQUIPMENT.

26. SOIL AMENDMENT: BACKFILL PLANTING HOLES WITH A 75/25 MIX OF EXISTING SOIL AND DECOMPOSED

COMPOST, RESPECTIVELY.

27. FROM INSTALLATION TO FINAL ACCEPTANCE, AT A MINIMUM:

a. MAINTAIN PLANTS AT THE SPECIFIED MINIMUM GRADE.

b. MAINTAIN THE IRRIGATION SYSTEM.

c. MAINTAIN THE SOIL MOISTURE AT FIELD CAPACITY. FIELD CAPACITY WILL BE DETERMINED FROM A 4 INCH

DEEP EXCAVATION WHERE THE SOIL MUST HOLD TOGETHER AND FORM A HAND CLUMP.

d. APPLY AN 8-2-12+4 MG FERTILIZER, PLUS WATER SOLUBLE MICRONUTRIENTS. 100 PERCENT OF THE (N)

NITROGEN, (K) POTASSIUM, (MG), MAGNESIUM AND (B) BORON MUST BE IN CONTROLLED RELEASE FORM.

APPLY 1.5 POUNDS OF ACTUAL FERTILIZER PER 100 SQUARE FEET FROM A CALIBRATED SPREADER. BEGIN

FERTILIZATION AT INSTALLATION AND REPEAT EVERY 3 MONTHS.

e. MAINTAIN A 3 INCH MULCH COVER.

f. PRUNING: AN ISA CERTIFIED ARBORIST MUST BE ON SITE TO DIRECT PRUNING OPERATIONS. FOLLOW ANSI

A300 PART 1 PRUNING STANDARDS AND THESE PLANS. PRUNING IS REQUIRED TO:

i. REMOVE CROSSING, DEFLECTING, AND CIRCLING ROOTS.

ii. REMOVE CROSSING, DEAD, AND DAMAGED BRANCHES.

iii. ESTABLISH AND MAINTAIN FLORIDA NUMBER 1 BRANCH STRUCTURE.

iv. MAINTAIN HORIZONTAL AND VERTICAL CLEARANCES WITHIN THE LIMITS OF CLEAR SIGHT PER FDM

CHAPTER 212.

v. MAINTAIN VISIBILITY OF SIGNS.

vi. COMPLY WITH THESE PLANS.

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ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37

RESTAURANT

PAOLO'S

OFFICE

DENTAL

SHOP

TACKLE

ANGIER'S

MAXNET COMM

FABRICS

FABULOUS

MOTEL

VIEW

GOLF

STORE

FOOD

STORE

FOOD

BANK

CITY

MUTUAL

WASHINGTON

35.03' 34.97'

LD-4 LD-5 LD-6 LD-7 LD-8 LD-9 LD-10 LD-11 LD-12

LD-2

DANIA BEACH BLVD

Feet

0 50

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LAYOUT SHEET - WEST

DANIA BEACH BLVD GRANT

MP 0.000 / STA. 10+20

BEGIN PROJECT (WEST)

MP 0.508 / STA. 36+85

END PROJECT (WEST)

N E

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ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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F .A .C

SYMBOL CODE BOTANICAL / COMMON NAME QTY CAL PLANTED SIZE MATURE SIZE NATIVE DROUGHT

TREES

BS

GUMBO LIMBO

BURSERA SIMARUBA

3 3 IN 12 FT HT X 5 FT SPR, 4 FT CT NATURAL FORM NATIVE HIGH TOLERANCE

JC

COMPACT SPICY JATROPHA

JATROPHA INTEGERRIMA 'COMPACTA'

4 MULTI 6-8 FT HT X 3-4 FT SPR, MULTI NATURAL FORM FL-FRIENDLY HIGH TOLERANCE

PE

ALEXANDER PALM

PTYCHOSPERMA ELEGANS

31 < 4 IN 14 FT CT NATURAL FORM FL-FRIENDLY MODERATE TOLERANCE

RER

FLORIDA ROYAL PALM - RELOCATED

ROYSTONEA ELATA

1 -

SP(A)

CABBAGE PALM (A)

SABAL PALMETTO

1 - 10 FT CT NATURAL FORM NATIVE HIGH TOLERANCE

SP(B)

CABBAGE PALM (B)

SABAL PALMETTO

1 - 14 FT CT NATURAL FORM NATIVE HIGH TOLERANCE

TR(A)

FLORIDA THATCH PALM (A)

THRINAX RADIATA

7 - 6 FT OA NATURAL FORM NATIVE HIGH TOLERANCE

TR(B)

FLORIDA THATCH PALM (B)

THRINAX RADIATA

7 - 8 FT OA NATURAL FORM NATIVE HIGH TOLERANCE

VMR

MONTGOMERY PALM - RELOCATED

VEITCHIA MONTGOMERYANA

3 -

SYMBOL CODE BOTANICAL / COMMON NAME QTY PLANTED SIZE MATURE SIZE NATIVE DROUGHT ADD`L INFO

SHRUBS

EL

GOLDEN CREEPER

ERNODEA LITTORALIS

204 3 GAL, 12 IN SPR. NATURAL FORM NATIVE HIGH TOLERANCE

NO2

CALYPSO OLEANDER

NERIUM OLEANDER 'CALYPSO'

6 15 GAL, SINGLE, 6 FT HT X 3 FT SPR, 2 FT CT MAINTAIN < 10 FT X 6 FT FL-FRIENDLY HIGH TOLERANCE

QC

JAMAICA CAPER

QUADRELLA CYNOPHALLOPHORA

2 15 GAL, SINGLE, 6 FT HT X 3 FT SPR, 2 FT CT MAINTAIN < 10 FT X 6 FT NATIVE HIGH TOLERANCE

TD

FAKAHATCHEE GRASS

TRIPSACUM DACTYLOIDES

16 3 GAL, 18 IN HT NATURAL FORM NATIVE HIGH TOLERANCE

TF

FLORIDA GAMAGRASS

TRIPSACUM FLORIDANA

98 3 GAL, 15 IN HT NATURAL FORM NATIVE HIGH TOLERANCE

SYMBOL CODE BOTANICAL / COMMON NAME QTY PLANTED SIZE MATURE/MAINTAIN NATIVE DROUGHT ADD`L INFO SPACING

SHRUB AREAS

ALT

LITTLE RUBY™ ALTERNANTHERA

ALTERNANTHERA DENTATA

915 12 IN HT X 12 IN SPR 18" TERMINAL HGT FL-FRIENDLY HIGH TOLERANCE FULL 18" o.c.

DT

FLAX LILY

DIANELLA TASMANICA

528 12 IN HT X 12 IN SPR 18" TERMINAL HGT FL-FRIENDLY MEDIUM TOLERANCE FULL 18" o.c.

PL

BAHAMA COFFEE

PSYCHOTRIA LIGUSTRIFOLIA

43 14 IN HT X 14 IN SPR 36" TERMINAL HGT NATIVE HIGH TOLERANCE 24" o.c.

ZP

COONTIE CYCAD

ZAMIA PUMILA

47 12 IN HT X 12 IN SPR 36" TERMINAL HGT NATIVE HIGH TOLERANCE 24" o.c.

SYMBOL CODE BOTANICAL / COMMON NAME QTY PLANTED SIZE MATURE/MAINTAIN NATIVE DROUGHT SPACING

GROUND COVERS

ARA

PERENNIAL PEANUT

ARACHIS GLABRATA

472 4" HT X 12" W <6" FL-FRIENDLY HIGH TOLERANCE 16" o.c.

SOD

CITRABLUE ST. AUGUSTINE SOD

'CITRABLUE'

STENOTAPHRUM SECUNDATUM

6,972 SF SOLID SOD

PLANT SCHEDULE WEST

EXISTING LARGE PALM 13

EXISTING SMALL PALM 19

EXISTING TREES WEST

MINIMUM

20 FT O.C.

SPACING

LD-3 451067-1-74-01

DANIA BEACH BLVD GRANT

PLANT SCHEDULES - WEST

ABBREVIATIONS: IN=INCH, FT=FEET, HT=HEIGHT, SPR=SPREAD, CT=CLEAR TRUNK, OA=OVERALL HEIGHT, GAL=GALLON, W=WIDTH, SF=SQUARE FOOT, O.C.=ON CENTER

WEST_PLANLD04.dgnChristine.Mckay 1/9/2026 1:57:36 PM Default

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REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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E DANIA BEACH BLVD. / A1A HWY (EB)

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CURB (TYP.)

SIDEWALK (TYP.)

4' LATERAL OFFSET (TYP.)

R/W LINE (TYP.)

625' LIMIT OF CLEAR SIGHT

LIGHT (TYP.)

SIGN (TYP.)

625' LIMIT OF CLEAR SIGHT

MP 0.000 / STA. 10+20

BEGIN PROJECT (WEST)

625' LIMIT OF CLEAR SIGHT

430' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT

11 12 13

WATER

WATER

SAN

WATER

WATER

SD

WATER

WATERWATER

WATER

WATER

WATER

WATER

WATER

WATER

SAN

GAS

GAS

GAS

2 3 4 5 7 10

100'-0" LIMITED TO GROUND COVER

(2) RELOCATED VEITCHIA PALMSRELOCATE (3) EXISTING VEITCHIA

PALMS FROM AREA LIMITED TO

GROUND COVERS

PALMS WIT

HIN 4

-FT LATERAL OFFSET

VARIATION AREA #1

8 9

MEDIAN 1

(1) VMR (1) VMR

REMOVE EX. BRICK BTWN TREE WELLS

#1 AND #4 AND RETAIN USED BRICKS.

PREP AREA FOR PLANTING BY

EXCAVATING TO 12-INCH DEPTH AND

REPLACING WITH DECOMPOSED

COMPOST. DO NOT EXCAVATE WITHIN

12 INCHES FROM BACK OF CURB .

(40) ALT (53) ARA

FILL IN TREE WELL #11 WITH

REUSED BRICKS. PROVIDE 4 INCH,

98% COMPACTED LIMEROCK SUB

BASE AND INSTALL PAVERS FLUSH

WITH CURB AND EXISTING PAVERS.

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LANDSCAPE PLAN - WEST

WEST_PLANLD05.dgnChristine.Mckay 1/6/2026 5:07:35 PM Default

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

N E

R/W LINE (TYP.)

430' LIMIT OF CLEAR SIGHT

SIDEWALK (TYP.)

4' LATERAL OFFSET (TYP.)

R/W LINE (TYP.)

LIGHT (TYP.)

SIGN (TYP.)

CURB (TYP.)

4' LATERAL OFFSET (TYP.)

SIGN (TYP.)

430' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT

CLEAR SIGHT

625' LIMIT OF

625' LIMIT OF CLEAR SIGHT

14 15 16

WATER

SAN

WATER

WATER

WATER

SD

SAN

WATER

WATERWATER

WATER

WATER

WATER

WATER

EX. VEITCHIA PALMS (5) TO REMAIN

21 22 23

MEDIAN 2

EX. ROYAL PALMS (4) TO REMAIN

(14) DT

(37) ALT

(11) DT

(37) ALT

(14) DT

(11) DT(38) ALT

(8) DT

(18) DT

(36) ALT

(104) EL(27) EL (7) ALT

(8) ALT

MEDIAN 1

(993 sf) SOD

100'-0" LIMITED TO GROUND COVER

VARIATION AREA #4

100'-0" LIMITED TO GROUND COVER

VARIATION AREA #3

100'-0" LIMITED TO GROUND COVER

VARIATION AREA #2

(2,599 sf) SOD

PALMS WIT

HIN 4

-FT LATERAL OFFSET

VARIATION AREA #1

(1) RELOCATED VEITCHIA PALM

RELOCATED SIGN

EX. SINGLE POST SIGN.

RELOCATE 22 FT TO EAST.

(1) VMR

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LANDSCAPE PLAN - WEST

WEST_PLANLD06.dgnChristine.Mckay 1/6/2026 5:07:36 PM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

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REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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CURB (TYP.)

SIDEWALK (TYP.)

4' LATERAL OFFSET (TYP.)

R/W LINE (TYP.)

625' LIMIT OF CLEAR SIGHT

LIGHT (TYP.)

625' LIMIT OF CLEAR SIGHT

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

4' LATERAL OFFSET (TYP.)

SIGN (TYP.)

625' LIMIT OF CLEAR SIGHT

17 18 19

GAS

WATER

WATER

WATER

WATER

SAN

SAN

SAN

TEL

SAN

WATER

TEL

WATER

WATER

WATER

SAN

WATERWATER

SAN

WATER

SAN

SAN

SAN

SAN

WATER

WATER

WATER WATER

WATER

WATER

WATER

WATER

WATER

WATER

PAVED PEDESTRIAN REFUGE

MEDIAN 2

25 26

EX. ROYAL PALMS

(2) TO REMAIN

(1) NO2

(23) TF

(3) TR(B)

(19) EL

MEDIAN 3

(34) ALT

(23) EL(6) DT

(5) DT

(22) ALT

(17) ALT(10) DT

(14) DT

(22) EL

100'-0" LIMITED TO GROUND COVER

100'-0" LIMITED TO GROUND COVER

VARIATION AREA #4

(62) ALT

(107) ARA

(2) TR(A)

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LD-6

DANIA BEACH BLVD GRANT

LANDSCAPE PLAN - WEST

WEST_PLANLD07.dgnChristine.Mckay 1/6/2026 5:07:36 PM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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F .A .C

N E

R/W LINE (TYP.)

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

SIGN (TYP.)

CURB (TYP.)

SIDEWALK (TYP.)

4' LATERAL OFFSET (TYP.)

625' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT

4' LATERAL OFFSET (TYP.)

19 20 21

RESTAURANT

PAOLO'S

SHOP

TACKLE

ANGIER'S

FABRICS

FABULOUS

WATER

WATER

SAN

SD

SAN

SAN

EX. ROYAL PALMS (4)

TO REMAIN

RELOCATED SIGN

MEDIAN 3

(2) TR(B)

(3) TR(A) (1) SP(A)

(1) SP(B)

27 28 29 30

(1) RER

(11) ZP

(2) BS

(1) QC(21) PL

(9) TD

(30) TF

(3) NO2

(7) TD

(9) EL

(25) TF

(2) NO2

RELOCATED EX. PALM #37 (FROM

STA 46+70, EAST GRANT SECTION)

(1) BS

(1) QC

EX. DOUBLE POSTED SIGN.

RELOCATE 75 FT TO WEST.

(22) PL (11) ZP (12) ZP

(13) ZP

(4) JC

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DANIA BEACH BLVD GRANT

LANDSCAPE PLAN - WEST

WEST_PLANLD08.dgnChristine.Mckay 1/6/2026 5:07:37 PM Default

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

CURB (TYP.)

SIDEWALK (TYP.)

4' LATERAL OFFSET (TYP.)

R/W LINE (TYP.)

SIGN (TYP.)

LIGHT (TYP.)

625' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT

4' LATERAL OFFSET (TYP.)

430' LIMIT OF CLEAR SIGHT

22 23 24

OFFICE

DENTAL

MAXNET COMM

MOTEL

VIEW

GOLF

WATER

WATERWATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

SAN

SAN

WATER

WATER

WATER

WATER

WATER

EX. SOLITAIRE PALMS

(3) TO REMAIN

31 32 33 34 35 36

EX. ROYAL PALMS

(3) TO REMAIN

(9) DT

(10) ALT

(20) ALT(10) ALT

(10) DT

(20) DT(10) DT

(10) ALT

(20) ALT

(10) ALT

(10) DT

(8) DT

(10) PE

(20) ALT

(27) DT

(29) DT

(21) DT

MEDIAN 3

(2,901 sf) SOD

TREE SPACING WITHIN SIGHT LINE

VARIATION AREA #5

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LANDSCAPE PLAN - WEST

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ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

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E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

FLASHING

INTERSECTION

SIGNALIZED

R/W LINE (TYP.)

CURB (TYP.)

SIDEWALK (TYP.)

4' LATERAL OFFSET (TYP.)

LIGHT (TYP.)

B L

V D

F R

O N

T

CLEAR SIGHT

430' LIMIT OF

SIGN (TYP.)

625' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT

25 26 27

BANK

CITY

MUTUAL

WASHINGTON

WATERWATER

SD

WATER

WATER

WATER

WATER

TEL

WATER

SAN

SAN

WATER

GAS

SAN

WATER

WATER

100'-0" LIMITED TO GROUND COVER

(27) ALT

(2) PE

(10) ALT(10) DT

(20) DT

(9) DT

(10) ALT

MEDIAN 3

(68) ARA

(33) ALT(33) ALT

100'-0" LIMITED TO GROUND COVER

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LANDSCAPE PLAN - WEST

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REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

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R/W LINE (TYP.)

LIGHT (TYP.)

R/W LINE (TYP.)

SIGN (TYP.)

CURB (TYP.)

SIDEWALK (TYP.)

4' LATERAL OFFSET (TYP.)

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

430' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT

28 29 30

TEL

WATER

WATER

WATER

SAN

WATER

SAN

WATER

WATER

GAS

GAS

(10) ALT

(11) DT

(34) DT

(34) ALT

(33) DT

(9) DT

(10) ALT

(27) ALT

(10) DT

(20) DT

(10) DT(10) ALT

(20) ALT

(24) ALT

(9) PE

(86) ARA

SPACING OF 20 FEET ON CENTER, TYPICAL.

WHILE MAINTAINING THE REQUIRED MINIMUM

OFFSET OF 10 FEET FROM OVERHEAD LINES,

* FIELD ADJUST PALMS TO ENSURE MINIMUM

MEDIAN 4100'-0" LIMITED TO GROUND COVER

20'-0" MIN.*

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LANDSCAPE PLAN - WEST

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REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

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R/W LINE (TYP.)

LIGHT (TYP.)

4' LATERAL OFFSET (TYP.)

625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

4' LATERAL OFFSET (TYP.)

625' LIMIT OF CLEAR SIGHT

430' LIMIT OF CLEAR SIGHT

(TYP.)

SIGN

31 32 33

SD

SD

SD

WATER

SAN

GAS

WATERWATER

WATER

SD

WATER

SAN

WATER

SAN

WATER

GAS

100'-0" LIMITED TO GROUND COVER

(24) ALT

(479 sf) SOD

(6) PE

(20) ALT

(10) ALT

(10) DT

(20) DT

(10) DT

(10) ALT

(20) ALT

(26) ALT (72) ARA

(33) ALT

100'-0" LIMITED TO GROUND COVER

MEDIAN 4

N

LD-11

DANIA BEACH BLVD GRANT

LANDSCAPE PLAN - WEST

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DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

SIDEWALK (TYP.)

CURB (TYP.)

4' LATERAL OFFSET (TYP.)

430' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT

430' LIMIT OF CLEAR SIGHT

625' LIMIT OF CLEAR SIGHT

SIGN (TYP.)

R/W (TYP.)

MP 0.508 / STA. 36+85 (30 FT TO THE EAST)

END PROJECT (WEST) / BEGIN PROJECT (EAST)

34 35 36

STORE

FOOD

WATER

WATER

WATER

WATER

GAS

WATER WATERWATER

WATER

WATER

SAN

SAN

SANSAN

WATER

WATER

WATER

WATER

WATER

WATER WATER

WATER

WATER

MEDIAN 5

100'-0" LIMITED TO GROUND COVER

100'-0" LIMITED TO GROUND COVER

(2) TR(A)

(2) TR(B)

(20) TF

(28) DT

(4) PE

(20) ALT

(20) ALT

(20) ALT

(48) DT

(36) ALT(86) ARA

N

LD-12

DANIA BEACH BLVD GRANT

LANDSCAPE PLAN - WEST

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\\FL-Lauderdale.corp.kci.com\z\Projects\0009548_00001 Dania Beach BLVD\06_WORKING\CADD\landscp\WEST_DETLLD13.dgnChristine.Mckay 1/6/2026 5:07:40 PM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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F .A .C

ROOT PRUNING REQUIREMENT

SHRUB LAYOUT

CUTS

ROOT PRUNING

CUTS

ROOT PRUNING

451067-1-74-01

LANDSCAPE DETAILS

LD-13

1 FOOT

UNDISTURBED SOIL

EXISTING

TIMES ROOTBALL WIDTH

EXCAVATE HOLES TWO

2 INCH ABOVE GRADE

TOP OF ROOTBALL

SOIL WATER RING

6 INCH HEIGHT

AND FABRIC FROM ROOTBALL

REMOVE BURLAP, PLASTIC, WIRE

75% EXISTING SOIL

25% SOIL AMENDMENT MIXED WITH

UNDISTURBED SOIL

EXISTING

MULCH COVER

3 INCH

EXISTING CURB

75% EXISTING SOIL

MIXED WITH

25% SOIL AMENDMENT

TYPICAL SHRUB INSTALLATION SECTION A-A'

TYPICAL SHRUB INSTALLATION SECTION B-B'

TREE & PALM INSTALLATION

A

A'

B

B'

BACK OF CURB

BACK OF CURB

MULCH COVER

3 INCH

ABOVE FINISHED GRADE

PLANT ROOTBALL 2 INCH

REMOVE POT/BURLAP

UNDISTURBED SOIL

EXISTING

EXISTING CURB

75% EXISTING SOIL

MIXED WITH

25% SOIL AMENDMENT

EQUAL DISTANCE EQUAL DISTANCE EQUAL DISTANCE

1 FOOT

ABOVE FINISHED GRADE

PLANT ROOTBALL 2 INCH

REMOVE POT/BURLAP

24" O.C.

1 FOOT

1.5 FOOT 1.5 FOOT

1.5 FOOT, TYP.

EQUAL DISTANCEEQUAL DISTANCE

FINISH GRADING FOR MULCHING.

MINIMUM SETBACK EXCEPT FOR

EXISTING SOIL WITHIN THIS

DO NOT EXCAVATE/DISTURB

FINISH GRADING FOR MULCHING.

MINIMUM SETBACK EXCEPT FOR

EXISTING SOIL WITHIN THIS

DO NOT EXCAVATE/DISTURB

WITHIN THE ROOTBALL.

CUTTING INDIVIDUAL ROOTS

THE ROOTBALL PERIMETER, AND

CUTTING ALL OF THE ROOTS AT

INSTALLATION. THIS MAY REQUIRE

CIRCLING ROOTS BEFORE

CUT CROSSING, DEFLECTING AND

NOTE:

DISTANCE

EQUAL

DISTANCE

EQUAL

DISTANCE

EQUAL

DISTANCE

EQUAL

DISTANCE

EQUAL

PER PLANS

SPACING

GRADING FOR MULCH.

EXCEPT FOR FINISH

MINIMUM SETBACK,

SOIL WITHIN THIS

DISTURB EXISTING

DO NOT EXCAVATE/

MULCH COVER

3 INCH

\\FL-Lauderdale.corp.kci.com\z\Projects\0009548_00001 Dania Beach BLVD\06_WORKING\CADD\landscp\WEST_DETLLD14.dgnChristine.Mckay 1/6/2026 5:07:40 PM Default

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DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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BRACING - OVER 3 INCH BRACING - UP TO 3 INCH

BRACING - MULTI TRUNK

B

BELOW GRADE

BRACE 6 INCH

NAILED TO

WOOD ANCHOR

2 x 4 x 12 INCH

BRACES

SPACED

EQUALLY

INTO TRUNK

DRIVE NAILS

DO NOT

BATTENS

2 x 2 x 6 INCH

STEEL BAND

PLAN VIEW

5 LAYERS OF BURLAP

TWO STEEL BANDS

EQUALLY SPACED BRACES

NAILS INTO TRUNK

DO NOT DRIVE

2 x 2 x 6 INCH BATTENS

A

EQUALLY SPACED BRACES

NAILS INTO TRUNK

DO NOT DRIVE

TWO STEEL BANDS

BANDS OFF TRUNK

TO KEEP STEEL

BATTENS AS REQUIRED

INSTALL ADDITIONAL

TO SECURE BRACE IN PLACE

ADD 2 x 4 x 6 INCH SUPPORTS

5 LAYERS OF BURLAP

2 x 4 x 12 INCH BATTENS

B

MINIMUM

5 FOOTWHEN OVER 5 INCH

INSTALL FOUR

WOOD BRACES -

THREE 2 X 4 INCH

TREE OR PALM

MINIMUM

3 FOOT

BRACING SMALL PALM - UP TO 3 INCH

AATTACHMENT TO TREE

BIODEGRADEABLE

NON-CONSTRICTING

B

4 FOOT DEEP

INSTALLED

HEAD ANCHOR

6 INCH ARROW

AATTACHMENT TO TREE

BIODEGRADEABLE

NON-CONSTRICTING

B

4 FOOT DEEP

INSTALLED

HEAD ANCHOR

6 INCH ARROW

B

A

SPACED

EQUALLY

3 STRAPS

B

A

SPACED

EQUALLY

3 STRAPS

STANDARD PLANS INDEX 580-001

REQUIREMENTS ARE IN ADDITION TO

451067-1-74-01

LANDSCAPE DETAILS

LD-14

WEST_PLANLD15-IRSCHED.dgnChristine.Mckay 1/6/2026 5:07:43 PM Default

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DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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F .A .C

IRRIGATION SCHEDULE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

FIXED FLOW RATE 0.25 GPM - 2.0 GPM, ON POLY PIPE

RAIN BIRD 1400 FLOOD BUBBLER

POLY PIPE

RAIN BIRD SQ-FUL ON RAIN BIRD 1 SPRAY HEAD ON

CONTROL WIRING VIA DECODER AS INDICATED.

TO REMAIN. REPLACE VALVE BOX. CONNECT TO NEW

EXISTING REMOTE CONTROL VALVE

DECODER IF/AS INDICATED.

PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. USE

RAIN BIRD PEB 1"

TO REMAIN. REPLACE VALVE BOX.

EXISTING GATE VALVE

TO REMAIN, 2 IN, IN METAL ENCLOSURE

EXISTING BACKFLOW DEVICE 2"

RECOMMENDATIONS.

BOXES. INSTALL PER MANUFACTURERS

PROTECTION DECODERS IN RAIN BIRD ROUND VALVE

SPLICES. GROUND SYSTEM W/ LSP-1TURF SURGE

PAIGE ELECTRIC CABLE P7072D WITH RAIN BIRD WC20 DRY

REQUIREMENTS: RAIN BIRD FD-TURF FIELD DECODERS,

STAINLESS STEEL CABINET W/ PEDESTAL. SYSTEM

ENCLOSURE. INSTALL IN RAIN BIRD LXMMSS-LXMMSSPED

50-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT

STAINLESS STEEL, CABINET W/ PEDESTAL. (1) ESP-LXD

50 STATION, 2-WIRE DECODER BASED CONTROLLER IN

RAIN BIRD ESP-LXD-LXMMSS-LXMMSSPED

RECOMMENDATIONS.

ARE NOT SHOWN, SEE MANUFACTURER'S GROUNDING

RECOMMENDATIONS. ALL GROUNDING REQUIREMENTS

PART OF REQUIRED GROUNDING PER MANUFACTURER'S

GROUNDING PLATE

INSTALL WITH VALVE.

SINGLE STATION FIELD DECODER FOR TWO-WIRE SYSTEM.

RAIN BIRD FD-101TURF

TO ADJACENT VALVE.

INSTALL WITH VALVE AND RUN 14 GUAGE CONTROL WIRE

2 STATION FIELD DECODER FOR TWO-WIRE SYSTEM.

RAIN BIRD FD-202TURF

DIRECTLY TO A GROUND ROD IN SEPARATE VALVE BOX.

2 WIRE LINE SURGE PROTECTION DECODER CONNECTED

RAIN BIRD LSP-1TURF

WITH THREADED ADAPTER, EXTENSION WIRE.

POLE MOUNTED RAIN SENSING DEVICE, CONDUIT MOUNT,

RAIN BIRD RSD-CEX

EXISTING WATER METER TO REMAIN

WATER METER 2 IN

3/4 IN

IRRIGATION LATERAL LINE: PVC SCHEDULE 40

663 LF

1 IN

IRRIGATION LATERAL LINE: PVC SCHEDULE 40

190 LF

1 1/4 IN

IRRIGATION LATERAL LINE: PVC SCHEDULE 40

188 LF

VALVE BOXES. USE RAIN BIRD WC20 DRY SPLICES.

40 PVC CONDUIT WITH SWEEPS. MAKE CONNECTIONS IN

14 GUAGE PAIGE ELECTRIC CABLE P7072D IN 1 INCH SCH

2,345 LF

EXISTING IRRIGATION MAINLINE: PVC, TO REMAIN

VIA DIRECTIONAL BORE (PER FDOT STD SPEC 555)

PIPE SLEEVE: 2 INCH HDPE PE4710 DR 11

360 LF

1402 14041401

EB

A

G

1D

2D

SG

M1

VALVE NUMBER

VALVE FLOW

VALVE SIZE

VALVE CALLOUT

R

FOR EXISTING SYSTEM HEADS

ADDITIONAL IRRIGATION ALLOWANCE

MANUFACTURER/MODEL/DESCRIPTION QTY

INCLUDES ASSOCIATED PIPE AND FITTINGS.

6IN. POP-UP,1/2IN. NPT FEMALE THREADED INLET.

RAIN BIRD 1806 WITH MPR NOZZLE

INCLUDES ASSOCIATED PIPE AND FITTINGS.

12IN. POP-UP,1/2IN. NPT FEMALE THREADED INLET.

RAIN BIRD 1812 WITH MPR NOZZLE

INCLUDES ASSOCIATED PIPE AND FITTINGS.

12IN. POP-UP,1/2IN. NPT FEMALE THREADED INLET.

RAIN BIRD 1812 WITH MPR NOZZLE ON RISER ASSEMBLY

REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION MUST BE

DAMAGED BETWEEN DESIGN AND CONSTRUCTION. EXISTING HEADS

HEADS THAT WILL NEED TO BE UPDATED WHERE EXISTING HEADS WERE

THIS ALLOWANCE IS INTENDED TO ACCOMMODATE A MINOR NUMBER OF

THE EXISTING SYSTEM'S CONDITION AND SPECIFIC DAMAGES/ISSUES.

SYSTEM WITH THE OWNER PRIOR TO CONSTRUCTION AND DOCUMENT

APPROXIMATELY HEAD TO HEAD COVERAGE. WALK THROUGH THE

AT THE TIME OF DESIGN THE SYSTEM WAS OPERATIONAL WITH

ASSEMBLY. THIS IS UNCOMMON.

MEDIAN, CONVERT ANY EXISTING HEAD TO A 12 INCH POP UP ON A RISER

IN PROPOSED SHRUB AREAS WITH A FULL PATTERN IN CENTER OF

12 INCH POP UP.

BEEN DOCUMENTED IN INITIAL WALK-THROUGH WITH THE OWNER) TO A

CONVERT ANY EXISTING DAMAGED 4 INCH/6 INCH HEAD (MUST HAVE

IN PROPOSED GROUNDCOVER/SHRUB AREAS ADJACENT TO A CURB,

WITH THE OWNER) TO A 6 INCH POP UP.

INCH HEAD (MUST HAVE BEEN DOCUMENTED IN INITIAL WALK-THROUGH

IN PROPOSED TURF AREAS, CONVERT ANY EXISTING DAMAGED 4 INCH/6

2Q 4H 4F2H 2F 4Q

SIZE/FLOW UNKNOWN

VALVES TO REMAIN,

INDICATE EXISTING

VALVES NOT LABELED

LD-15

IRRIGATION SCHEDULE WEST

198 LF

WEST_PLANLD16.dgnChristine.Mckay 1/6/2026 5:28:54 PM Default

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NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

F I C I

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A L L

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D

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E A

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L E

1G

-1

1.

F .A .C

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

N

F

E D

E R

N

B

N E

E

S E

E

MP 0.000 / STA. 10+20

BEGIN PROJECT (WEST)

11 12 13

WATER

WATER

SAN

WATER

WATER

SD

WATER

WATERWATER

WATER

WATER

WATER

WATER

WATER

WATER

SAN

GAS

GAS

GAS

MEDIAN 1

REMOVE EXISTING BUBBLERS. USE EXISTING

PIPING TO SUPPLY PROPOSED MICROSPRAYS.

EXISTING BUBBLERS

TO REMAIN, TYP.

LD-16

0 5

DANIA BEACH BLVD GRANT

IRRIGATION PLAN - WEST

M A

T C

H L I N

E

S

H E

E T

L

D

WEST_PLANLD17.dgnChristine.Mckay 1/6/2026 6:01:42 PM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

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C O

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F I

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A L L

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N

D

S

E A

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1G

-1

1.

F .A .C

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

N E

14 15 16

WATER

SAN

WATER

WATER

WATER

SD

SAN

WATER

WATERWATER

WATER

WATER

WATER

WATER

INSTALL PEDESTAL MOUNTED CONTROLLER EQUIDISTANT

FROM CURBS IN CENTER OF MEDIAN. INSTALL 120V

WIRING IN CONDUIT AND CONNECT CONTROLLER TO

EXISTING 120V CIRCUIT IN EXISTING HOLIDAY LIGHT

RECEPTACLE IN THIS GENERAL LOCATION.

EXIST. RCV (TO REMAIN) CONTROLS EXISTING

IRRIGATION WITHIN MEDIAN 1. REPLACE

EXISTING VALVEBOX.

RESTORE EXISTING HEADS/PIPE AS NEEDED

THROUGH PROVIDED ALLOWANCE TO ACHIEVE

100% COVERAGE.

A

A-16

EXISTING PVC MAINLINE

CONTROL WIRE IN 1 IN CONDUIT

A-15

A-14

EXIST. RCVS. (TO REMAIN) CONTROL EXISTING

IRRIGATION WITHIN MEDIAN 2. REPLACE EXISTING

VALVEBOXES.

RESTORE/CONVERT EXISTING IRRIGATION AS NEEDED

THROUGHOUT MEDIAN USING THE PROVIDED ALLOWANCE

TO ACHIEVE 100% COVERAGE.

2 IN HDPE SLEEVE VIA

DIRECTIONAL BORE

EXISTING 2 INCH POTABLE WATER METER AND

EXISTING PVB IN METAL ENCLOSURE (ALL TO REMAIN)

EXISTING 2 INCH GATE VALVE (TO REMAIN)

REPLACE VALVE BOX.

EBM1

2D

1D SG

GSG

R

N

LD-17 451067-1-74-01

IRRIGATION PLAN - WEST

0 5

M A

T C

H L I N

E

S

H E

E T

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D -1

M A

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H L I N

E

S

H E

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D -1

SPECIFICALLY NOTED OTHEREWISE.

INTALL EQUIPMENT IN PERVIOUS AREAS EXCEPT WHERE SLEEVING IS INDICATED OR

NOTE: IRRIGATION PLANS, PER INDUSTRY STANDARD, ARE SCHEMATIC FOR GRAPHIC CLARITY.

WEST_PLANLD18.dgnChristine.Mckay 1/6/2026 6:13:01 PM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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1G

-1

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F .A .C

N E

E

S E

E

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

17 18 19

GAS

WATER

WATER

WATER

WATER

SAN

SAN

SAN

TEL

SAN

WATER

TEL

WATER

WATER

WATER

SAN

WATERWATER

SAN

WATER

SAN

SAN

SAN

SAN

WATER

WATER

WATER WATER

WATER

WATER

WATER

WATER

WATER

WATER

EXISTING PVC MAINLINE

CONTROL WIRE IN 1 IN

CONDUIT

2 IN HDPE SLEEVE VIA

DIRECTIONAL BORE

RESTORE/CONVERT EXISTING

IRRIGATION AS NEEDED

THROUGHOUT MEDIAN USING

THE PROVIDED ALLOWANCE TO

ACHIEVE 100% COVERAGE.

N

LD-18

DANIA BEACH BLVD GRANT

IRRIGATION PLAN - WEST

Feet

0 5

M A

T C

H L I N

E

S

H E

E T

L

D -1

M A

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H L I N

E

S

H E

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WEST_PLANLD19.dgnChristine.Mckay 1/7/2026 10:49:51 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

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N

D

S

E A

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-1

1.

F .A .C

N E

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

19 20 21

RESTAURANT

PAOLO'S

SHOP

TACKLE

ANGIER'S

FABRICS

FABULOUS

WATER

WATER

SAN

SD

SAN

SAN

"4

3 1" 1" "4

"4

1 "4

A-13

A-12

17.51"

EXIST. RCV. (TO REMAIN) CONTROLS EXISTING

IRRIGATION (PARTIAL) WITHIN MEDIAN 3. REPLACE

EXISTING VALVEBOX.

CONNECT NEW RCV TO EXISTING MAINLINE AND

PROPOSED CONTROL WIRING TO PROVIDE NEW BUBBLER

ZONE.

RESTORE/CONVERT EXISTING IRRIGATION AS NEEDED

THROUGHOUT MEDIAN USING THE PROVIDED ALLOWANCE

TO ACHIEVE 100% COVERAGE.

"4

EXISTING PVC MAINLINE

CONTROL WIRE IN 1 IN

CONDUIT

"4

"4

REMOVE EXISTING LEIT CONTROLLER.

TERMINATE OLD CONTROL WIRING IN

A VALVE BOX.

2DSG

N

LD-19

DANIA BEACH BLVD GRANT

IRRIGATION PLAN - WEST

T C

H L I N

E

S

H E

E T

L

D -2

M A

T C

H L I N

E

S

H E

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L

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WEST_PLANLD20.dgnChristine.Mckay 1/7/2026 10:56:57 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

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S

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1G

-1

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F .A .C

S E

E

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

22 23 24

OFFICE

DENTAL

MAXNET COMM

MOTEL

VIEW

GOLF

WATER

WATERWATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

SAN

SAN

WATER

WATER

WATER

WATER

WATER

MEDIAN 3 "4

1 1" 1" "4

A-11

A-10

15.51"

EXIST. RCV. (TO REMAIN) CONTROLS

EXISTING IRRIGATION (PARTIAL)

WITHIN MEDIAN 3. REPLACE

EXISTING VALVEBOX.

CONNECT NEW RCV TO EXISTING

MAINLINE AND PROPOSED CONTROL

WIRING TO PROVIDE NEW BUBBLER

ZONE.

RESTORE/CONVERT EXISTING

IRRIGATION AS NEEDED THROUGHOUT

MEDIAN USING THE PROVIDED

ALLOWANCE TO ACHIEVE 100%

COVERAGE.

"4

EXISTING PVC MAINLINE

CONTROL WIRE IN 1 IN

CONDUIT

"4

2D

N

LD-20

DANIA BEACH BLVD GRANT

IRRIGATION PLAN - WEST

T C

H L I N

E

S

H E

E T

L

D -2

M A

T C

H L I N

E

S

H E

E T

L

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WEST_PLANLD21.dgnChristine.Mckay 1/7/2026 11:01:01 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

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N

D

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1G

-1

1.

F .A .C

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

B L

V D

F R

O N

T

25 26 27

BANK

CITY

MUTUAL

WASHINGTON

WATERWATER

SD

WATER

WATER

WATER

WATER

TEL

WATER

SAN

SAN

WATER

GAS

SAN

WATER

WATER

"4

A-9

EXIST. RCV. (TO REMAIN)

CONTROLS EXISTING IRRIGATION

(PARTIAL) WITHIN MEDIAN 3.

REPLACE EXISTING VALVEBOX.

RESTORE/CONVERT EXISTING

IRRIGATION AS NEEDED

THROUGHOUT MEDIAN USING THE

PROVIDED ALLOWANCE TO

ACHIEVE 100% COVERAGE.

EXISTING PVC MAINLINE

CONTROL WIRE IN 1 IN

CONDUIT

2 IN HDPE SLEEVE VIA

DIRECTIONAL BORE

1DSG

N

LD-21

DANIA BEACH BLVD GRANT

IRRIGATION PLAN - WEST

T C

H L I N

E

S

H E

E T

L

D -2

M A

T C

H L I N

E

S

H E

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D -2

WEST_PLANLD22.dgnChristine.Mckay 1/7/2026 11:07:51 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

F I C I

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1.

F .A .C

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

28 29 30

TEL

WATER

WATER

WATER

SAN

WATER

SAN

WATER

WATER

GAS

GAS

SPACING OF 20 FEET ON CENTER, TYPICAL.

WHILE MAINTAINING THE REQUIRED MINIMUM

OFFSET OF 10 FEET FROM OVERHEAD LINES,

* FIELD ADJUST PALMS TO ENSURE MINIMUM

MEDIAN 4

"4

1"

1" "4

"4

A-8

161"

A-7

EXISTING PVC MAINLINE

CONTROL WIRE IN 1 IN

CONDUIT

EXIST. RCV. (TO REMAIN) CONTROLS EXISTING

IRRIGATION WITHIN MEDIAN 4. REPLACE

EXISTING VALVEBOX.

CONNECT NEW RCV TO EXISTING MAINLINE AND

PROPOSED CONTROL WIRING TO PROVIDE NEW

BUBBLER ZONE.

RESTORE/CONVERT EXISTING IRRIGATION AS

NEEDED THROUGHOUT MEDIAN USING THE PROVIDED

ALLOWANCE TO ACHIEVE 100% COVERAGE.

1"

2D SG

1"

N

LD-22 451067-1-74-01

DANIA BEACH BLVD GRANT

IRRIGATION PLAN - WEST

T C

H L I N

E

S

H E

E T

L

D -2

M A

T C

H L I N

E

S

H E

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WEST_PLANLD23.dgnChristine.Mckay 1/7/2026 11:10:42 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

F I C I

C O

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S

H E

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S I G

N

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F .A .C

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB)

31 32 33

SD

SD

SD

WATER

SAN

GAS

WATERWATER

WATER

SD

WATER

SAN

WATER

SAN

WATER

GAS

"4

EXISTING PVC MAINLINE

CONTROL WIRE IN 1 IN

CONDUIT

2 IN HDPE SLEEVE VIA

DIRECTIONAL BORE

N

LD-23

DANIA BEACH BLVD GRANT

IRRIGATION PLAN - WEST

T C

H L I N

E

S

H E

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D -2

M A

T C

H L I N

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S

H E

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WEST_PLANLD24.dgnChristine.Mckay 1/7/2026 11:12:38 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

F I C I

C O

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H I S

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H E

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A L L

Y

S I G

N

D

S

E A

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-1

1.

F .A .C

E DANIA BEACH BLVD. / A1A HWY (WB)

E DANIA BEACH BLVD. / A1A HWY (EB) MP 0.508 / STA. 36+85 (30 FT TO THE EAST)

END PROJECT (WEST) / BEGIN PROJECT (EAST)

34 35 36

STORE

FOOD

WATER

WATER

WATER

WATER

GAS

WATER WATERWATER

WATER

WATER

SAN

SAN

SANSAN

WATER

WATER

WATER

WATER

WATER

WATER WATER

WATER

WATER

A-6

A-5

81"

EXISTING PVC MAINLINE

CONTROL WIRE IN 1 IN

CONDUIT

EXIST. RCV. (TO REMAIN)

CONTROLS EXISTING IRRIGATION

WITHIN MEDIAN 5.

CONNECT NEW RCV TO EXISTING

MAINLINE AND PROPOSED CONTROL

WIRING TO PROVIDE NEW BUBBLER

ZONE.

RESTORE/CONVERT EXISTING

IRRIGATION AS NEEDED

THROUGHOUT MEDIAN USING THE

PROVIDED ALLOWANCE TO ACHIEVE

100% COVERAGE.

"4

1"

1" "4

2 IN HDPE SLEEVE VIA

DIRECTIONAL BORE

(CONTINUES INTO EAST

PHASE GRANT PROJECT)

2D SG

N

LD-24

DANIA BEACH BLVD GRANT

IRRIGATION PLAN - WEST

T C

H L I N

E

S

H E

E T

L

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\\FL-Lauderdale.corp.kci.com\z\Projects\0009548_00001 Dania Beach BLVD\06_WORKING\CADD\landscp\WEST-DETLLD-25.dgnChristine.Mckay 1/6/2026 9:51:12 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

T

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F .A .C

IRRIGATION DETAILS

LD-25

FINISHED GRADE

2 INCH ABOVE

IN TURF:

2 INCH MIN

6 INCH

MIN

2 INCH

LATERAL

ABOVE FINISHED GRADE

3 INCH

IN PLANT BED:

FINISH GRADE

POWER SUPPLY WIRE

COMPACTED SUBGRADE

RESISTANCE OF 10 OHMS OR LESS.

COMPONENTS TO ACHIEVE GROUND

1. PROVIDE PROPER GROUNDING

REF NOTES:

ESP-LXD CONTROLLER IN PEDESTAL

M

IN

REMOTE CONTROL VALVE ASSEMBLY

PIPE

AREAS: 18 INCH FOR LATERAL

MINIMUM DEPTH IN PERVIOUS

EXISTING MAINLINE

FINISHED GRADE

2 INCH ABOVE

IN TURF:

2 INCH MIN

6 INCH

MIN

2 INCH

ABOVE FINISHED GRADE

3 INCH

IN PLANT BED:

PIPE

AREAS: 18 INCH FOR LATERAL

MINIMUM DEPTH IN PERVIOUS

EXISTING MAINLINE

EXISTING REMOTE CONTROL VALVE ASSEMBLYPOLE MOUNTED RAIN SENSOR

FT

SIX

RAIN SENSOR WIRING

FOOTER, SLOPE TO DRAIN

1 CF 2500 PSI CONCRETE

PIPE DEPTH REQUIREMENTS

WITH #57 ROCK AND WRAPPED IN FILTER FABRIC

VALVE BOX SUPPORT: 12 INCH DEEP FILLED

EXISTING ELECTRIC CONTROL VALVE

EXISTING PIPING

AND GROUNDING PER MFR RECOMMENDATIONS

COIL WITH WATERPROOF WIRE CONNECTORS

WIRE, RUN IN CONDUIT WITH A 36 INCH SERVICE

TWO WIRE DECODER AND 'TWO WIRE' CONTROL

RATED VALVE BOX

REPLACE EXISTING VALVE BOX WITH TIER 8

SCREWED IN PLACE

ALUMINUM VALVE IDENTIFICATION,

EXISTING LATERAL

SADDLE TAP

A SERVICE TEE OR USING A DOUBLE STRAP

CONNECT TO EXISTING MAINLINE BY SPLICING IN

PIPE DEPTH REQUIREMENTS

WITH #57 ROCK AND WRAPPED IN FILTER FABRIC

VALVE BOX SUPPORT: 12 INCH DEEP FILLED

ELECTRIC CONTROL VALVE

INSTALL NO MALE ADAPTERS

COUPLERS/BUSHINGS AND SCH 80 NIPPLES -

AND GROUNDING PER MFR RECOMMENDATIONS

COIL WITH WATERPROOF WIRE CONNECTORS

WIRE, RUN IN CONDUIT WITH A 36 INCH SERVICE

TWO WIRE DECODER AND 'TWO WIRE' CONTROL

TIER 8 RATED VALVE BOX

SCREWED IN PLACE

ALUMINUM VALVE IDENTIFICATION,

AND SWEEP ELL FOR TWO-WIRE CABLE

1-INCH SCH 40 PVC CONDUIT, FITTINGS

AND SWEEP ELL FOR POWER SUPPLY

1-INCH SCH 40 PVC CONDUIT, FITTINGS

FROM PEDESTAL

PEDESTAL FOOTPRINT. SLOPE AT 2% AWAY

6-INCHES LARGER ON ALL SIDES THAN

CONCRETE PAD: 6-INCH MIN. THICKNESS.

SWEEP ELL FOR GROUNDING WIRE, REF. NOTE 1

1-INCH SCH 40 PVC CONDUIT, FITTINGS AND

EACH PATH

DIFFERENT CABLE JACKET COLOR FOR

TWO-WIRE PATH TO FIELD DEVICES, USE A

LXMMSS

RECOMMENDATIONS.

AND PEDESTAL PER MANUFACTURER'S

PEDESTAL. INSTALL CONTROLLER, CABINET

LXMMSSPED CABINET AND WITH

TWO-WIRE CONTROLLER: RAIN BIRD ESP-LXD

CONDUIT WITH THREADED ENDS

GALVANIZED SCH 40 STEEL

1.5 INCH DIA 8 FT LENGTH

TO CONTROLLER

SENSOR WIRES IN CONDUIT

TO IMPEDE RAINFALL.

OVERHEAD OBSTRUCTIONS

LOCATION WITH NO

PLACE SENSOR IN A

AS REQUIRED.

WITH CONDUIT ADAPTERS

WIRED RAIN SENSOR

WEST-DETLLD-26.dgnChristine.Mckay 1/7/2026 11:15:12 AM Default

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

1425 W. CYPRESS CREEK RD., SUITE 101

ENGINEERS, SURVEYORS, SCIENTISTS, CONSTRUCTION MANAGERS

KCI TECHNOLOGIES, INC.

LANDSCAPE ARCHITECT OF RECORD: KIRK HOOSAC, RLA. #6667091

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F .A .C

IRRIGATION DETAILS

LD-26

TREE BUBBLER

LATERAL PIPE

PLAN

ELEVATION SERVICE TEE

SOIL WATER RING

AT EDGE OF ROOTBALL

INSTALL BUBBLER(S)

AT EDGE OF ROOTBALL

INSTALL BUBBLER(S)

SOIL WATER RING

ROOTBALL

TREE TRUNK

LATERAL PIPE

'FUNNY PIPE'

POLYETHYLENE 80 LB

18 INCH

36 INCH TYPICAL

VARIES -

GRADE

18 INCH BELOW 18 INCH

18 INCH

PAVEMENT

SLEEVING

3/4 INCH SCHEDULE 40

PVC PAINTED BLACK

#4 REBAR WITH TWO

STAINLESS ZIP TIES

TOP OF HEAD FLUSH

WITH SOIL

6 INCH DISTANCE FROM

CURB OR SIDEWALK

80 PSI

FLEXPIPE ASSEMBLY

12 INCH SPRAY HEAD 12 INCH SPRAY HEAD ON RISER

6 INCH SPRAY HEAD

ALL SLEEVES INSTALLED VIA DIRECTIONAL BORE

IMPERVIOUS AREAS

INSTALL HDPE UNDER ROADWAYS AND OTHER

AT ROAD CROSSING

36 INCH MINIMUM

FITTINGS

BARBED POLYETHYLENE

'FUNNY PIPE' AND

POLYETHYLENE 80 LB

ASSEMBLY

80 PSI FLEXPIPE

ROOTBALLS

PLANT

IN-LINE WITH

INSTALL HEAD

6 INCH DISTANCE FROM

CURB OR SIDEWALK

80 PSI

FLEXPIPE ASSEMBLY

TOP OF HEAD FLUSH

WITH SOIL