451068-1-74-01_Dania_Beach_Blvd_Landscape__East_Grant_Section_#2_RevBidSet_SS.pdf
PDF 11 MB Posted
- Attached to
- Dania Beach Blvd Landscape Improvements Grant Section #1 (West) & Grant Section #2 (East)
- Solicitation number
- 26-030
- Issued by
- Santa Rosa County, Mount Carmel CDP, Florida
About this file
This is a revised bid set document for the City of Dania Beach's landscape improvements project along the S.R. A1A corridor between S.R. 5/U.S. 1 and SE 5th Avenue in Grant Section #2 (East). The project encompasses landscaping services for two phases divided into separate grant-funded sections, with the City seeking one qualified contractor to perform services for both phases. The solicitation was issued through the City's e-procurement portal at https://procurement.opengov.com/portal/daniabeachfl, with bids to be submitted electronically. A pre-bid meeting was held, and written questions were accepted through the designated portal. The project timeline includes specific response deadlines, with bids due by the stated submission deadline through the e-procurement system. The overall initiative aims to enhance the landscaping along the S.R. A1A corridor through two distinct phases, each administered under separate grant agreements but combined into a single contractor award to ensure continuity and coordination across the project scope.
The project is funded through separate grant agreements administered by the City of Dania Beach, with no incumbent vendor identified. The solicitation encourages participation from small businesses, minority-owned businesses, women-owned businesses, and disadvantaged business enterprises, consistent with the City's non-discrimination policy. Specific pricing terms, contract amounts, and detailed pricing structure are determined through the sealed bid submission process. No explicit set-asides are identified in the available documentation. The contract will be awarded to the lowest responsive and responsible bidder determined to be in the best interest of the City, with the selected contractor required to demonstrate qualifications and experience in landscape improvement projects. Insurance, bonding, and compliance requirements typical of municipal contracts apply, with all work subject to applicable federal, state, and local regulations governing public projects.
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Text version
LANDSCAPE PLANS
CONTRACT PLANS COMPONENTS
INDEX OF LANDSCAPE PLANS
FINANCIAL PROJECT ID 451068-1-74-01
LOCATION OF PROJECT
GOVERNING STANDARD SPECIFICATIONS:
GOVERNING STANDARD PLANS:
following website: http://www.fdot.gov/design/standardplans
Standard Plans for Road Construction and associated IRs are available at the
Bridge Construction and applicable Interim Revisions (IRs).
Florida Department of Transportation, FY2025-26 Standard Plans for Road and
FT LAUDERDALE
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
CITY
LAKE
F
LO
R
ID
A 'S
BEACH LINE
INDEX OF LANDSCAPE PLANS
SHEET DESCRIPTIONSHEET NO.
LANDSCAPE ARCHITECT OF RECORD:
LANDSCAPE PLANS
FT. LAUDERDALE, FL 33309
1425 W CYPRESS CREEK RD, SUITE 101
KCI TECHNOLOGIES, INC.
RLA NO: 6667091
KIRK HOOSAC, RLA.
HIGHWAY BEAUTIFICATION GRANT
2024-2025
CITY OF DANIA BEACH (BROWARD COUNTY)
http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:
Florida Department of Transportation, FY2025-26 Standard Specifications
MP 0.508
BEGIN PROJECT
S
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T H
A V
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SR A1A (EAST DANIA BEACH BLVD)
FDOT PROJECT MANAGER: KAYLEE KILDARE, PSM-EPM, FCCM
GRANT SECTION #2 (EAST)
FROM SE 5TH AVENUE TO DANIA BEACH CITY BOUNDARY
SR A1A (EAST DANIA BEACH BLVD) (86030802)
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STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
NO.
SHEET
YEAR
FISCAL
KEY 26
CONTRACT NO.
CONSTRUCTION
EXPRESSWAY
T U
R N P
IK
E
PENSACOLA FORT WALTON
BEACH
PANAMA
CITY
CHIPLEY
TALLAHASSEE
JACKSONVILLE
ST AUGUSTINE
GAINESVILLE
OCALA DAYTONA BEACH
DELAND
NEW PORT RICHEY
TAMPA
LAKELAND
MELBOURNE -
COCOA
ORLANDO
BARTOWST PETERSBURG
SARASOTA -
BRADENTON
FT PIERCE
FT MYERS
WEST PALM
BEACH
FT LAUDERDALE
MIAMI
NAPLES
KEY WEST
CITY
LAKE
F
LO
R
ID
A 'S
BEACH LINE
ON ANY ELECTRONIC COPIES.
THE SIGNATURE MUST BE VERIFIED
NOT CONSIDERED SIGNED AND SEALED AND
PRINTED COPIES OF THIS DOCUMENT ARE
ON THE DATE ADJACENT TO SEAL
DIGITALLY SIGNED AND SEALED BY:
SHEETS KEY THROUGH LD-26 HAVE BEEN
LD-27
LD-25 - LD-26
LD-16 - LD-24
LD-15
LD-13 - LD-14
LD-4 - LD-12
LD-3
LD-2
LD-1
KEY
TEMPORARY TRAFFIC CONTROL PLAN
IRRIGATION DETAILS
IRRIGATION PLANS
IRRIGATION SCHEDULE
LANDSCAPE DETAILS
LANDSCAPE PLANS
PLANT SCHEDULE
LAYOUT SHEET
GENERAL NOTES
KEY SHEET
(CITY LIMITS)
MP 1.015
END PROJECT
STATE OF
ESNECI
L
A
DIROL
F
T C
E
TI
HCRA EPAC
S D
N A
L C
AS
OOH .P KRI
K
No 6667091
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451068-1-74-01 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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R/W LINE (TYP.)
R/W LINE (TYP.)
CURB (TYP.)
SIDEWALK (TYP.)
R/W LINE (TYP.)
SIGN (TYP.)
4' LATERAL OFFSET (TYP.)
625' LIMIT OF CLEAR SIGHT
LIGHT (TYP.)
R/W LINE (TYP.)
CURB (TYP.)
SIDEWALK (TYP.)
625' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
LIGHT (TYP.)
4' LATERAL OFFSET (TYP.)
R/W LINE (TYP.)
LIGHT (TYP.)
4' LATERAL OFFSET (TYP.)
LIGHT (TYP.)
R/W LINE (TYP.)
GUARDRAIL (TYP.)
SIDEWALK (TYP.)
625' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT
GUARDRAIL (TYP.)
GUARDRAIL (TYP.)
R/W LINE (TYP.)
4' LATERAL OFFSET (TYP.)
FENCE (TYP.)
SIDEWALK (TYP.)
430' LIMIT OF CLEAR SIGHT
4' LATERAL OFFSET (TYP.)
430' LIMIT OF CLEAR SIGHT430' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT430' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
SIDEWALK (TYP.)
625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
GUARDRAIL (TYP.)
625' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
GUARDRAIL (TYP.)
430' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
4' LATERAL OFFSET (TYP.)
GUARDRAIL (TYP.)
R/W LINE (TYP.)
625' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
4' LATERAL OFFSET (TYP.)
CURB (TYP.)
SIDEWALK (TYP.)
4' LATERAL OFFSET (TYP.)
R/W LINE (TYP.)
R/W LINE (TYP.)
SIDEWALK (TYP.)
430' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
4' LATERAL OFFSET (TYP.)
SIDEWALK (TYP.)
CURB (TYP.)
R/W LINE (TYP.)
4' LATERAL OFFSET (TYP.)
SIDEWALK (TYP.)
CURB (TYP.)
LIGHT (TYP.)
625' LIMIT OF CLEAR SIGHT
4' LATERAL OFFSET (TYP.)
625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
4' LATERAL OFFSET (TYP.)
625' LIMIT OF CLEAR SIGHT
SIGN (TYP.)
SIGN (TYP.)
SIGN (TYP.)SIGN (TYP.)
430' LIMIT OF CLEAR SIGHT
SIGN (TYP.)
SIGN (TYP.)
(INSTALLATION OF ELECTRIC SUPPLY FOR HOLIDAY LIGHTS).
WITH CITY OF DANIA BEACH AND FDOT PERMIT 2025-H-491-00168
COORDINATE ALL LANDSCAPE WORK FROM APPROX. STA 43+00 TO 47+00
(INSTALLATION OF ELECTRIC SUPPLY FOR HOLIDAY LIGHTS).
WITH CITY OF DANIA BEACH AND FDOT PERMIT 2025-H-491-00168
COORDINATE ALL LANDSCAPE WORK FROM APPROX. STA 43+00 TO 47+00
430' LIMIT OF CLEAR SIGHT
LT3
LT4
LT5
RT3
RT4
RT5
36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64
2 27EDDST6
FIREWORKS
NEPTUNE
WACHOVIA
FIREWORKS
NEPTUNE
VACANT LOT(CLOSED)
GAS STATION
MOTEL 6
MOTEL BAR ROOMS
SAN SOUCY
STORE
FOOD
HEAD
KINGS
35.03' 34.97'
SP
SPSP
SP
SL
SLSLSLSLSP
SP
SLSL
MG
SW UNDEVELOPED
C7 36
29010
28310
28210
278 6
30711
30115
31213
3433323130
197196195
21320811
20311
218216
24512 24135
24025
232 12
24810
27425
AP
AP
AP
AP
APAP
APAP
AP
AP
AP
AP
AP
AP
APAP
AP
AP
AP
AP
AP
AP
APAPAPAP APAP
AP
APAPAP
APAP
LD-4 LD-5 LD-6 LD-7 LD-8 LD-9LD-12 LD-10 LD-11 LD-12
LD-2
DANIA BEACH BLVD
Feet
0 50
E DANIA BEACH BLVD. / A1A HWY
S E
E
LAYOUT SHEET - EAST
DANIA BEACH BLVD GRANT
G U
L F
S T
R E
M
MP 0.508 / STA. 36+85
BEGIN PROJECT (EAST)
(CITY LIMITS)
MP 1.015 / STA. 63+65
END PROJECT (EAST)
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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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SYMBOL CODE BOTANICAL / COMMON NAME QTY CAL PLANTED SIZE MATURE SIZE NATIVE DROUGHT
TREES
BA
BULNESIA
BULNESIA ARBOREA
1 2.5 IN 12 FT HT X 5 FT SPR NATURAL FORM FL-FRIENDLY HIGH TOLERANCE
BS
GUMBO LIMBO
BURSERA SIMARUBA
6 3 IN 12 FT HT X 5 FT SPR, 4 FT CT NATURAL FORM NATIVE HIGH TOLERANCE
SP(A)
CABBAGE PALM (A)
SABAL PALMETTO
2 - 10 FT CT NATURAL FORM NATIVE HIGH TOLERANCE
SP(B)
CABBAGE PALM (B)
SABAL PALMETTO
2 - 14 FT CT NATURAL FORM NATIVE HIGH TOLERANCE
SP(C)
CABBAGE PALM (C)
SABAL PALMETTO
3 - 18 FT CT NATURAL FORM NATIVE HIGH TOLERANCE
TB
WHITE TABEBUIA
TABEBUIA BAHAMENSIS
3 1.75 IN 8 FT HT X 4 FT SPR, 3 FT CT NATURAL FORM FL-FRIENDLY HIGH TOLERANCE
TR(C)
FLORIDA THATCH PALM (C)
THRINAX RADIATA
5 - 12 FT OA NATURAL FORM NATIVE HIGH TOLERANCE
TR(A)
FLORIDA THATCH PALM (A)
THRINAX RADIATA
9 - 6 FT OA NATURAL FORM NATIVE HIGH TOLERANCE
TR(B)
FLORIDA THATCH PALM (B)
THRINAX RADIATA
10 - 8 FT OA NATURAL FORM NATIVE HIGH TOLERANCE
VM
MONTGOMERY PALM
VEITCHIA MONTGOMERYANA
2 - 8 FT CT
SYMBOL CODE BOTANICAL / COMMON NAME QTY PLANTED SIZE MATURE SIZE NATIVE DROUGHT ADD`L INFO
SHRUBS
EL
GOLDEN CREEPER
ERNODEA LITTORALIS
118 3 GAL, 12 IN SPR. NATURAL FORM NATIVE HIGH TOLERANCE
FGI
GREEN ISLAND FICUS
FICUS MICROCARPA 'GREEN ISLAND'
76 16 IN HT X 16 IN W <48 IN FL-FRIENDLY 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
28 3 GAL, 18 IN HT NATURAL FORM NATIVE HIGH TOLERANCE
TF
FLORIDA GAMAGRASS
TRIPSACUM FLORIDANA
34 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
317 12 IN HT X 12 IN SPR 18" TERMINAL HGT FL-FRIENDLY HIGH TOLERANCE FULL 18" o.c.
DT
FLAX LILY
DIANELLA TASMANICA
262 12 IN HT X 12 IN SPR 18" TERMINAL HGT FL-FRIENDLY MEDIUM TOLERANCE FULL 18" o.c.
PL
BAHAMA COFFEE
PSYCHOTRIA LIGUSTRIFOLIA
97 14 IN HT X 14 IN SPR 36" TERMINAL HGT NATIVE HIGH TOLERANCE 24" o.c.
ZP
COONTIE CYCAD
ZAMIA PUMILA
42 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
260 4" HT X 12" W <6" FL-FRIENDLY HIGH TOLERANCE 16" o.c.
SOD
CITRABLUE ST. AUGUSTINE SOD
'CITRABLUE'
STENOTAPHRUM SECUNDATUM
4,954 SF SOLID SOD
PLANT SCHEDULE EAST
EXISTING TREE 6
EXISTING LARGE PALM 1
EXISTING TREES EAST
LD-3
DANIA BEACH BLVD GRANT
PLANT SCHEDULE - EAST
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
EAST_PLANLD04.dgnChristine.Mckay 1/7/2026 1:33:06 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
S E
E
E DANIA BEACH BLVD. / A1A HWY (EB)
E DANIA BEACH BLVD. / A1A HWY (WB)
CURB (TYP.)
SIDEWALK (TYP.)
R/W LINE (TYP.)
SIGN (TYP.)
4' LATERAL OFFSET (TYP.)
625' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
MP 0.508 / STA. 36+85
BEGIN PROJECT (EAST)
END PROJECT (WEST)
FLASHING
INTERSECTION
SIGNALIZED
430' LIMIT OF CLEAR SIGHT
37 38 39
HEAD
KINGS
WATER
WATER
WATER
SD
WATER
WATER
WATER
WATER
WATER
WATER
SAN
WATER
WATER
WATER
TEL
WATER
SAN
WATER
SD
SD
WATER
WATER
WATER
WATER
WATER
WATER
100'-0" LIMITED TO GROUND COVER
(10) FGI
(4) PL
(4) PL (8) FGI
(12) EL
(8) FGI
MEDIAN 6
(16) EL(35) ALT (35) ARA
(48) ARA
(2) TR(A)
(3) TR(B)
(2) TR(C)
N
M A
T C
H L I N
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H E
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D -5
LD-4
LANDSCAPE PLAN - EAST
Feet
0 5
EAST_PLANLD05.dgnChristine.Mckay 1/7/2026 1:33:06 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
LIGHT (TYP.)
R/W LINE (TYP.)
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
430' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
4' LATERAL OFFSET (TYP.)
SIDEWALK (TYP.)
CURB (TYP.)
SIGN (TYP.)
LT3
RT3
40 41 42
WATER
SAN
SAN
SAN
WATER
WATER
WATER
100'-0" LIMITED TO GROUND COVER
MEDIAN 6
(4) PL
(4) PL
(8) FGI
(12) EL
(8) FGI(4) PL
(4) PL
(8) FGI
(4) PL
(4) PL
(8) FGI
(14) EL
(4) PL
(4) PL (8) FGI
(16) EL
(10) FGI
(89) ARA (37) ALT
(7) TR(A)
(7) TR(B)
(3) TR(C)
N
M A
T C
H L I N
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M A
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H L I N
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LD-5
LANDSCAPE PLAN - EAST
EAST_PLANLD06.dgnChristine.Mckay 1/7/2026 1:33:07 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
430' LIMIT OF CLEAR SIGHT430' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
625' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
4' LATERAL OFFSET (TYP.)
SIDEWALK (TYP.)
CURB (TYP.)
LIGHT (TYP.)
625' LIMIT OF CLEAR SIGHT
4' LATERAL OFFSET (TYP.)
4' LATERAL OFFSET (TYP.)
SIGN (TYP.)SIGN (TYP.)
(INSTALLATION OF ELECTRIC SUPPLY FOR HOLIDAY LIGHTS).
WITH CITY OF DANIA BEACH AND FDOT PERMIT 2025-H-491-00168
COORDINATE ALL LANDSCAPE WORK FROM APPROX. STA 43+00 TO 47+00
43 44 45
WACHOVIAMOTEL BAR ROOMS
SAN SOUCY
WATER
SAN
WATER
TEL
SAN
WATER
WATER
WATER
SD
SAN
WATER
WATER
WATER
WATER
100'-0" LIMITED TO GROUND COVER
100'-0" LIMITED TO GROUND COVER
VARIATION AREA #6
100'-0" LIMITED TO GROUND COVER
VARIATION AREA #7
100'-0" LIMITED TO GROUND COVER
MEDIAN 7
(32) ALT
(62) DT
(3) BS
(14) EL
(10) ALT
(32) ALT
(1,424 sf) SOD
(53) DT
(14) ALT
(14) EL
(35) ALT
N
M A
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H L I N
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M A
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H L I N
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H E
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LD-6
DANIA BEACH BLVD GRANT
LANDSCAPE PLAN - EAST
EAST_PLANLD07.dgnChristine.Mckay 1/7/2026 1:33:07 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
E DANIA BEACH BLVD. / A1A HWY (EB)
E DANIA BEACH BLVD. / A1A HWY (WB)
CURB (TYP.)
SIDEWALK (TYP.)
625' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
LIGHT (TYP.)
4' LATERAL OFFSET (TYP.)
R/W LINE (TYP.)
LIGHT (TYP.)
4' LATERAL OFFSET (TYP.)
625' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
430' LIMIT OF CLEAR SIGHT
4' LATERAL OFFSET (TYP.)
430' LIMIT OF CLEAR SIGHT
(INSTALLATION OF ELECTRIC SUPPLY FOR HOLIDAY LIGHTS).
WITH CITY OF DANIA BEACH AND FDOT PERMIT 2025-H-491-00168
COORDINATE ALL LANDSCAPE WORK FROM APPROX. STA 43+00 TO 47+00
46 47 48
FIREWORKS
NEPTUNE
WATER
WATER
WATER
WATER
SAN
WATER
WATER
SAN
WATER
WATER
100'-0" LIMITED TO GROUND COVER
MEDIAN 8
RELOCATE (1) ROYAL PALM TO MEDIAN 3
(WEST GRANT SECTION, APPROX. STA 21+30)
(647 sf) SOD
(110) DT
CONCRETE SEPARATOR(88) ARA (51) ALT
(2) VM
SIGHT LINE.
SPACING OF 40 FEET ON CENTER WITHIN A
WHILE MAINTAINING THE REQUIRED MINIMUM
OFFSET OF 10 FEET FROM OVERHEAD LINES,
* FIELD ADJUST PALMS TO ENSURE MINIMUM
N
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H L I N
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M A
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H L I N
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H E
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D -6
LD-7
DANIA BEACH BLVD GRANT
LANDSCAPE PLAN - EAST
EAST_PLANLD08.dgnChristine.Mckay 1/7/2026 1:33:08 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
LIGHT (TYP.)
GUARDRAIL (TYP.)
430' LIMIT OF CLEAR SIGHT430' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT
625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT
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.)
G U
L F
S
T R
E
A D
SIGN (TYP.)
(NO LANDSCAPE THIS SHEET)
LT4
RT4
49 50 51
2 27EDDST6
FIREWORKS
NEPTUNE
(CLOSED)
GAS STATION
GAS
SAN
WATER
SD
WATER
WATER
WATER
GAS
WATER
SAN
WATER
WATER
SAN
WATER
TEL
SAN
WATER
SAN
SD
WATER
WATER
WATER WATER
WATER
WATER
WATER
WATER
GAS
MEDIAN 8
CONCRETE SEPARATOR
N
M A
T C
H L I N
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H E
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D -9
M A
T C
H L I N
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H E
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D -7
LD-8
DANIA BEACH BLVD GRANT
LANDSCAPE PLAN - EAST
EAST_PLANLD09.dgnChristine.Mckay 1/7/2026 1:33:08 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
E DANIA BEACH BLVD. / A1A HWY (EB)
E DANIA BEACH BLVD. / A1A HWY (WB)
R/W LINE (TYP.)
SIDEWALK (TYP.)
625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT
GUARDRAIL (TYP.)
430' LIMIT OF CLEAR SIGHT
(NO LANDSCAPE THIS SHEET)
52 53 54
VACANT LOT
WATER
WATER
WATER
SAN
SAN
197196195
21320811
20311
AP
AP
MEDIAN 9
CONCRETE SEPARATOR
N
M A
T C
H L I N
E
S
H E
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D -8
LD-9
DANIA BEACH BLVD GRANT
LANDSCAPE PLAN - EAST
T C
H L I N
E
S
H E
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L
D -1
EAST_PLANLD10.dgnChristine.Mckay 1/7/2026 1:33:08 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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F .A .C
R/W LINE (TYP.)
625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT
GUARDRAIL (TYP.)
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
625' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
SIDEWALK (TYP.)
SIGN (TYP.)
55 56 57
MOTEL 6
SLSL
MG 10
22315
218216
AP
AP
100'-0" LIMITED TO GROUND COVER
MEDIAN 9 MEDIAN 10(2,883 sf) SOD
CONCRETE SEPARATOR
N
M A
T C
H L I N
E
S
H E
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L
D -9
LD-10
DANIA BEACH BLVD GRANT
LANDSCAPE PLAN - EAST
T C
H L I N
E
S
H E
E T
L
D
EAST_PLANLD11.dgnChristine.Mckay 1/7/2026 1:33:09 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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F .A .C
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
SIDEWALK (TYP.)
625' LIMIT OF CLEAR SIGHT
R/W LINE (TYP.)
430' LIMIT OF CLEAR SIGHT
4' LATERAL OFFSET (TYP.)
R/W LINE (TYP.)
GUARDRAIL (TYP.)
625' LIMIT OF CLEAR SIGHT625' LIMIT OF CLEAR SIGHT
57 58 59SLSLSP
SP
323130
24512
24025
24810
AP APAPAP
100'-0" LIMITED TO GROUND COVER
EXIST. CITY
ENTRY SIGN
MEDIAN 10
EX. BLACK OLIVES
(2) TO REMAIN
(23) ZP
(6) NO2
(11) PL
(9) PL
(1) BA
(8) TD
(9) PL
(9) PL
(2) BS(2) QC
(19) ZP(19) PL
(9) TD
(1) SP(C)
(1) SP(A)
(1) SP(B)
(12) EL
(1) TB
(37) DT
(38) ALT
(29) ALT
(10) TF
(1) TB
(1) BS
(8) TF (8) TF
(8) TF
N
LD-11
DANIA BEACH BLVD GRANT
LANDSCAPE PLAN - EAST
T C
H L I N
E
S
H E
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D -1
M A
T C
H L I N
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S
H E
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D
EAST_PLANLD12.dgnChristine.Mckay 1/7/2026 1:33:09 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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F .A .C
GUARDRAIL (TYP.)
R/W LINE (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 SIGHT625' LIMIT OF CLEAR SIGHT
(105 FT TO THE EAST)
MP 1.015 / STA. 63+65
END PROJECT (EAST)
LT5
RT5
60 61 62 SP
SL
SLSL
SW UNDEVELOPED
29010
28310
28210
27425
AP
AP
AP
AP
AP
AP
AP APAP
AP
APAPAP
APAP
(8) EL
(1) TB
(4) ALT
(1) SP(A)(2) SP(C)
(11) TD
(1) SP(B)
MEDIAN 10
CONCRETE SEPARATOR
N
LD-12
DANIA BEACH BLVD GRANT
LANDSCAPE PLAN - EAST
T C
H L I N
E
S
H E
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D -1
M A
T C
H L I N
E
S
H E
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D
EAST-DETLLD13.dgnChristine.Mckay 1/7/2026 1:33:10 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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F .A .C
LANDSCAPE DETAILS
LD-13
F I C I
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F .A .C
ROOT PRUNING REQUIREMENT
SHRUB LAYOUT
CUTS
ROOT PRUNING
CUTS
ROOT PRUNING
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
EAST-DETLLD14.dgnChristine.Mckay 1/7/2026 1:33:10 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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1.
F .A .C
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
LANDSCAPE DETAILS
LD-14
EAST_PLANLD15-IRSCHED.dgnChristine.Mckay 1/7/2026 1:35:02 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
IRRIGATION SCHEDULE
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
6IN. POP-UP,1/2IN. NPT FEMALE THREADED INLET.
RAIN BIRD 1806 15 STRIP SERIES
6IN. POP-UP,1/2IN. NPT FEMALE THREADED INLET.
RAIN BIRD 1806 8 SERIES MPR
6IN. POP-UP,1/2IN. NPT FEMALE THREADED INLET.
RAIN BIRD 1806 10 SERIES MPR
6IN. POP-UP,1/2IN. NPT FEMALE THREADED INLET.
RAIN BIRD 1806 12 SERIES MPR
6IN. POP-UP,1/2IN. NPT FEMALE THREADED INLET.
RAIN BIRD 1806 ADJ
FIXED FLOW RATE 0.25 GPM - 2.0 GPM, ON POLY PIPE
RAIN BIRD 1400 FLOOD BUBBLER
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"
PRESSURE VACUUM BREAKER IN METAL ENCLOSURE.
FEBCO 765 1-1/4"
CABINET W/ PEDESTAL.
INSTALL IN LXMMSS-LXMMSSPED STAINLESS STEEL
INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE.
CONTROLLER. (1) ESPLXME2 12-STATION,
12 STATION, TRADITIONALLY-WIRED, COMMERCIAL
RAIN BIRD ESPLXME2-LXMMSS-LXMMSSPED
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
INSTALLED BY CITY
WATER METER 1 IN
3/4 IN
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
864 LF
1 IN
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
582 LF
1 1/4 IN
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
217 LF
1 1/2 IN
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
45 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
1,000 LF
EXISTING IRRIGATION MAINLINE: PVC, TO REMAIN
1 INCH CONTROL WIRE CONDUIT WITH SWEEPS
IRRIGATION MAINLINE: PVC SCHEDULE 40 AND
329.5 LF
GAUGE SOLID DIRECT BURY RATED
CONTROL WIRE FROM CONTROLLER B TO B VALVES: 14
950 FT
VIA DIRECTIONAL BORE (PER FDOT STD SPEC 555)
PIPE SLEEVE: 2 INCH HDPE PE4710 DR 11
285 LF
VIA DIRECTIONAL BORE (PER FDOT STD SPEC 555)
PIPE SLEEVE: 4 INCH HDPE PE4710 DR 11
50 LF
CONCRETE SIDEWALK REMOVAL/REPLACEMENT 60 SF
EST CST SSTRCSLCS
E L R C S
FHTQ
8 8 8 8
Q T H F
10 10 10 10
Q TQ FHT
12 12 12 12 12
104 6 8
12 15 18
4 6 8 01
21 51 81
1402 14041401
BF
B
1D
2D
SG
M2
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
VALVE NUMBER
VALVE FLOW
VALVE SIZE
VALVE CALLOUT
SIZE/FLOW UNKNOWN
VALVES TO REMAIN,
INDICATE EXISTING
VALVES NOT LABELED
LD-15
IRRIGATION SCHEDULE EAST
Christine.Mckay Snapshot
Christine.Mckay Snapshot
EAST_PLANLD16.dgnChristine.Mckay 1/7/2026 1:37:42 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
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1.
F .A .C
S E
E
E DANIA BEACH BLVD. / A1A HWY (EB)
E DANIA BEACH BLVD. / A1A HWY (WB)
MP 0.508 / STA. 36+85
BEGIN PROJECT (EAST)
END PROJECT (WEST)
37 38 39
HEAD
KINGS
35.03' 34.97'
WATER
WATER
WATER
SD
WATER
WATER
WATER
WATER
WATER
WATER
SAN
WATER
WATER
WATER
TEL
WATER
SAN
WATER
SD
SD
WATER
WATER
WATER
WATER
WATER
WATER
MEDIAN 6
"4
EXISTING PVC MAINLINE
CONTROL WIRE IN 1 IN
CONDUIT
2 IN HDPE SLEEVE VIA
DIRECTIONAL BORE
(CONTINUES FROM WEST
PHASE GRANT PROJECT)
SG
N
LD-16
IRRIGATION PLAN - EAST
0 5
M A
T C
H L I N
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S
H E
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EAST_PLANLD17.dgnChristine.Mckay 1/7/2026 1:39:00 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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F .A .C
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
LT3
RT3
40 41 42
WATER
SAN
SAN
SAN
WATER
WATER
WATER
MEDIAN 6
A-4
241"
A-3
EXISTING PVC MAINLINE
CONTROL WIRE IN 1 IN
CONDUIT
EXIST. RCV. (TO REMAIN)
CONTROLS EXISTING IRRIGATION
WITHIN MEDIAN 6
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 31"
"4
"2
"4
11"1"
2 IN HDPE SLEEVE VIA
DIRECTIONAL BORE
1"
2D
N
LD-17
T C
H L I N
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M A
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H L I N
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EAST_PLANLD18.dgnChristine.Mckay 1/7/2026 1:43:46 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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1.
F .A .C
.E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
43 44 45
WACHOVIAMOTEL BAR ROOMS
SAN SOUCY
WATER
SAN
WATER
TEL
SAN
WATER
WATER
WATER
SD
SAN
WATER
WATER
WATER
WATER
A-2
EXISTING PVC MAINLINE
CONTROL WIRE IN 1 IN
CONDUIT
EXIST. RCV. (TO REMAIN) CONTROLS
EXISTING IRRIGATION WITHIN MEDIAN 7.
RCV LOCATION UNKNOWN.
CONNECT PROPOSED BUBBLERS TO EXISTING
IRRIGATION LATERALS.
RESTORE/CONVERT EXISTING IRRIGATION
AS NEEDED THROUGHOUT MEDIAN USING THE
PROVIDED ALLOWANCE TO ACHIEVE 100%
COVERAGE.
2 IN HDPE SLEEVE VIA
DIRECTIONAL BORE
2 IN HDPE SLEEVE VIA
DIRECTIONAL BORE
1DSG
N
LD-18
DANIA BEACH BLVD GRANT
IRRIGATION PLAN - EAST
T C
H L I N
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M A
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H L I N
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EAST_PLANLD19.dgnChristine.Mckay 1/7/2026 1:46:41 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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F .A .C
E DANIA BEACH BLVD. / A1A HWY (EB)
E DANIA BEACH BLVD. / A1A HWY (WB)
46 47 48
FIREWORKS
NEPTUNE
WATER
WATER
WATER
WATER
SAN
WATER
WATER
SAN
WATER
WATER
MEDIAN 8
CONCRETE SEPARATOR
EXIST. RCV. (TO REMAIN)
CONTROLS EXISTING IRRIGATION
WITHIN MEDIAN 8
CONNECT PROPOSED BUBBLERS TO
EXISTING IRRIGATION LATERALS.
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
A-1
SG1D
N
LD-19
DANIA BEACH BLVD GRANT
IRRIGATION PLAN - EAST
T C
H L I N
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M A
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EAST_PLANLD20.dgnChristine.Mckay 1/7/2026 1:49:18 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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F .A .C
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
G U
L F
S
T R
E
A D
(NO LANDSCAPE THIS SHEET)
LT4
RT4
49 50 51
2 27EDDST6
FIREWORKS
NEPTUNE
(CLOSED)
GAS STATION
GAS
SAN
WATER
SD
WATER
WATER
WATER
GAS
WATER
SAN
WATER
WATER
SAN
WATER
TEL
SAN
WATER
SAN
SD
WATER
WATER
WATER WATER
WATER
WATER
WATER
WATER
GAS
T C
H L I N
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M A
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H L I N
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LD-20
EAST_PLANLD21.dgnChristine.Mckay 1/7/2026 1:50:31 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
F I C I
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1.
F .A .C
E DANIA BEACH BLVD. / A1A HWY (EB)
E DANIA BEACH BLVD. / A1A HWY (WB)
(NO LANDSCAPE THIS SHEET)
52 53 54
VACANT LOT
WATER
WATER
WATER
SAN
SAN
197196195
21320811
20311
AP
AP
MEDIAN 9
CONCRETE SEPARATOR
N
LD-21
DANIA BEACH BLVD GRANT
IRRIGATION PLAN - EAST
T C
H L I N
E
S
H E
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L
D -2
(NO IRRIGATION THIS SHEET)
M A
T C
H L I N
E
S
H E
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D -2
EAST_PLANLD22.dgnChristine.Mckay 1/7/2026 1:53:27 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
F I C I
C O
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H I S
S
H E
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1.
F .A .C
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
55 56 57
MOTEL 6
SLSL
MG 10
22315
218216
AP
AP
MEDIAN 9 MEDIAN 10(2,883 sf) SOD
CONCRETE SEPARATOR
21 12 12 12
12 1212128
M2
PROPOSED
1 IN POTABLE WATER METER
INSTALLED BY CITY OF DANIA
REMOVE AND REPLACE UP TO 60 SF OF 4
IN CONCRETE SIDEWALK. CUT AT
EXISTING JOINTS. CONNECT TO
DOWNSTREAM SIDE OF METER AND RUN 2
INCH PVC TO IRRIGATION SYSTEM
4 IN HDPE SLEEVE VIA
DIRECTIONAL BORE
1""4
"4
N
LD-22
DANIA BEACH BLVD GRANT
IRRIGATION PLAN - EAST
T C
H L I N
E
S
H E
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D -2
M A
T C
H L I N
E
S
H E
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EAST_PLANLD23.dgnChristine.Mckay 1/7/2026 1:54:40 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
T
F I C I
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H E
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1.
F .A .C
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
57 58 59SLSLSP
SP
323130
24512
24025
24810
AP APAPAP
100'-0" LIMITED TO GROUND COVER
EXIST. CITY
ENTRY SIGN
MEDIAN 10
12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12
12121212121212121212121212121212121212121212121212
B-1
24.41"
B-2
23.51"
B-3
181"
B-4
22.51"
B-5
21.91"
"4
1 1"
1"
1"1"
"4
"4
1 1"
"2
1 "4
"2
1""4
1" 1"
1"1"
"4
"4
1" "4
1""4
"4
1"
"2
1 "4
1 "4
11"
"4
1 1"
"2
"4
11"
1""4
INSTALL BACKFLOW AND 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
APPROXIMATELY 40 FT TO WEST.
BF
1"
BR
N
LD-23
DANIA BEACH BLVD GRANT
IRRIGATION PLAN - EAST
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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EAST_PLANLD24.dgnChristine.Mckay 1/7/2026 1:55:51 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
F I C I
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H I S
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H E
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1G
-1
1.
F .A .C
E DANIA BEACH BLVD. / A1A HWY (WB)
E DANIA BEACH BLVD. / A1A HWY (EB)
(105 FT TO THE EAST)
MP 1.015 / STA. 63+65
END PROJECT (EAST)
LT5
RT5
60 61 62
MEDIAN 10
CONCRETE SEPARATORE
S
S
12 12 12
"4 31"
"4 "4
N
LD-24
DANIA BEACH BLVD GRANT
IRRIGATION PLAN - EAST
T C
H L I N
E
S
H E
E T
L
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EAST-DETLLD-25.dgnChristine.Mckay 1/7/2026 2:01:02 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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1.
F .A
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:
FROM PEDESTAL
PEDESTAL FOOTPRINT. SLOPE AT 2% AWAY
6-INCHES LARGER ON ALL SIDES THAN
CONCRETE PAD: 6-INCH MIN. THICKNESS.
SWEEP ELL FOR POWER SUPPLY
1-INCH SCH 40 PVC CONDUIT, FITTINGS AND
SWEEP ELL FOR TWO-WIRE CABLE
1-INCH SCH 40 PVC CONDUIT, FITTINGS AND
SWEEP ELL FOR GROUNDING WIRE, REF. NOTE 1
1-INCH SCH 40 PVC CONDUIT, FITTINGS AND
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
TO CONTROLLER
SENSOR WIRES IN CONDUIT
FOOTER, SLOPE TO DRAIN
1 CF 2500 PSI CONCRETE
ENDS
CONDUIT WITH THREADED
GALVANIZED SCH 40 STEEL
1.5 INCH DIA 8 FT LENGTH
IMPEDE RAINFALL.
OBSTRUCTIONS TO
OVERHEAD
LOCATION WITH NO
PLACE SENSOR IN A
AS REQUIRED.
WITH CONDUIT ADAPTERS
WIRED RAIN SENSOR
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
LXMMSS
MANUFACTURER'S RECOMMENDATIONS.
CONTROLLER, CABINET AND PEDESTAL PER
LXMMSSPED PEDESTAL. INSTALL
CABINET AND ESP-LXME2 WITH
TWO-WIRE CONTROLLER: RAIN BIRD
EACH PATH
A DIFFERENT CABLE JACKET COLOR FOR
CONTROL WIRE PATH TO FIELD DEVICES, USE
ESP-LXME2 CONTROLLER IN PEDESTAL
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 -
CONNECTORS
SERVICE COIL WITH WATERPROOF WIRE
CONTROL WIRE, RUN IN CONDUIT WITH A 36 INCH
TIER 8 RATED VALVE BOX
SCREWED IN PLACE
ALUMINUM VALVE IDENTIFICATION,
EAST-DETLLD-26.dgnChristine.Mckay 1/7/2026 4:32:39 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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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 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
BACKFLOW ENCLOSURE
4 4
ABOVE PAD
22 INCH
18 INCH BELOW GRADE
PRESSURE VACUUM BREAKER
PVC SLEEVES
CONCRETE SLAB
ADAPTERS
NIPPLES. INSTALL NO MALE
PVC SCHEDULE 80 THREADED
COPPER ELBOWS
COPPER THREADED NIPPLES
BACKFLOW PREVENTER
ENCLOSURE EACH SIDE
X 4 IN LARGER THAN FOOTPRINT OF
2500 PSI CONCRETE PAD, 4 IN THICK
BACKFLOW ENCLOSURE
STAINLESS STEEL LIFTOFF
10 INCH
22 INCH
INCH
TRAFFIC CONTROL PLAN
LD-27
TCGENERALNOTES : Z:\Projects\0009548_00001 Dania Beach BLVD\06_WORKING\CADD\roadway\TCP\TCGNRD01_E.dgn
9:56:26 AM1/7/2026Andres.Vazquez
CONST
SR A1A
AHEAD
CONST
SR A1A
2 WEEKS PRIOR TO CONSTRUCTION DURING CONSTRUCTION
"DATE"
BEGIN
DELAYS
EXPECT
WESTBOUND DIRECTION TO ALLOW THE CONTRACTOR TO MAKE THE IRRIGATION CONNECTION TO THE WATER MAIN.
PHASE II WILL SHIELD THE SIDEWALK WITH PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICES IN THE2.
TO PERFORM ALL MEDIAN WORK IN 1 PHASE.
PHASE I WILL CLOSE THE INSIDE LANE IN THE BOTH DIRECTIONS TO ALLOW THE CONTRACTOR1.
TCP PHASING NOTES:
POSTED SPEED = 30 MPH WEST OF FRONTON BLVD AND POSTED SPEED = 40 MPH EAST OF FRONTON BLVD.
REGULATORY SPEED ESTABLISHED WITHIN THE WORK ZONE TRAVEL WAYS SHALL BE THE EXISTING POSTED SPEED. 2.
IMPLEMENTED ANY TIME OF DAY WITHOUT CAUSING DELAYS OR IMPACTS TO OPERATIONAL TRAVEL.
THE LANE CLOSURE ANALYSIS YIELDED NO TIME-OF-DAY CONSTRAINTS; THEREFORE, THE LANE CLOSURE CAN BE1.
PROJECT NOTES:
PCMS PLACED ALONG EASTBOUND AND WESTBOUND SR A1A
INSTALL ALL PROPOSED IMPROVEMENTS.2.
INDEXES 102-600, 102-613, AND 102-615.
CLOSE THE INSIDE LANE IN BOTH DIRECTIONS IN ACCORDANCE WITH FDOT STANDARD PLANS1.
PHASE I: SR A1A/ W DANIA BEACH BLVD
EXISTING SR A1A WEST BOUND
TYPICAL SECTION (PHASE I)
¡ SURVEY
SR A1A / W DANIA BEACH BLVD
EXISTING SR A1A EAST BOUND
CHANNELIZING DEVICE
WORK ZONE
R/W LINE
CHANNELIZING DEVICE
MAKE IRRIGATION CONNECTION TO WATER MAIN.2.
WITH FDOT STANDARD PLANS INDEX 102-600.
SHIELD THE SIDEWALK WITH PEDESTRIAN LONGITUDINAL CHANNELIZING DEVICES IN ACCORDANCE1.
PHASE II: SR A1A/ W DANIA BEACH BLVD
EXISTING SR A1A WEST BOUND
TYPICAL SECTION (PHASE II)
¡ SURVEY
SR A1A / W DANIA BEACH BLVD
EXISTING SR A1A EAST BOUND
WORK ZONE
R/W LINE
CHANNELIZING DEVICE
PEDESTRIAN LONGITUDINAL
R/W LINE
LD-27
SHEET NO.
TRAFFIC CONTROL PLAN
SHEET DESCRIPTION
THIS ITEM HAS BEEN DIGITALLY
SIGNED AND SEALED BY:
ON THE DATE ADJACENT TO THE SEAL
PRINTED COPIES OF THIS DOCUMENT ARE
NOT CONSIDERED SIGNED AND SEALED.
THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.
KCI TECHNOLOGIES, INC.
1425 W CYPRESS CREEK RD, SUITE 101
FORT LAUDERDALE, FL 33309
MATTHEW D. NEDDEFF, P.E. NO. 71611
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE
FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.
STATE OF
No 71611
ESNECIL F
FE
DDEN .D WEHTT
A M
R E
E
NIGNE LANOIS
SEF
O R
P
ADIROL
F
DATE DESCRIPTION
REVISIONS
DATE DESCRIPTION
NO.
SHEETSTATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. FINANCIAL PROJECT IDCOUNTY
451068-1-74-01
BROWARD
SR A1A FORT LAUDERDALE, FL 33309
1425 W CYPRESS CREEK RD, SUITE 101
KCI TECHNOLOGIES, INC.
LICENSE NUMBER: 71611
MATTHEW D. NEDDEFF, P.E.
ENGINEER OF RECORD
| 2026-09-10T13:56:17-0400 | |
| Matthew D Neddeff |
| 2026-09-10T15:29:19-0400 | |
| Kirk P Hoosac |
File details come from the government source that posted it. Updated .