HomeMy WebLinkAboutR-2025-044 R-SP-073-18 Broward Gardens Site PlanRESOLUTION NO. 2025-044
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA
BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-073-18) SUBMITTED
BY APPLICANT, R, ROMA HOLDINGS, LLC, A FLORIDA LIMITED
LIABILITY COMPANY, FOR PROPERTIES LOCATED AT 4432-4440 SW
52ND STREET IN THE CITY OF DANIA BEACH, FLORIDA; PROVIDING
FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, Chapter 28, “Land Development Code” (the “LDC”), Part 6, entitled
“Development Review Procedures and Requirements,” Article 635, entitled “Site Plans” of the
City Code of Ordinances (the “City Code”) provides that Site Plan approval is required as a
condition to the issuance of a building permit; and
WHEREAS, R. Roma Holdings LLC, a Florida limited liability company (the
“Applicant”) is requesting a Site Plan Approval (SP-073-18) for a four (4) single-family home
development on the property legally described in Exhibit “A”, which is made a part of and
incorporated into this Resolution by this reference, and
WHEREAS, the Applicant is requesting approval of the proposed Site Plan (SP-073-18)
to permit the future development of the subject property pursuant to and consistent with the
attached site plan provided as Exhibit "B", a copy of which is made a part of and incorporated into
this resolution: and
WHEREAS, the Applicant has provided sufficient justification demonstrating compliance
with the approval criteria to meet the requirements of the Code; and
WHEREAS, the City’s Staff Report analyzes the applicant’s request based on the criteria
and supports the Applicant’s request and is incorporated by reference herein as the City’s findings
WHEREAS, the City Commission conducted a duly noticed public hearing in accordance
with Article 610 of the LDC; and
WHEREAS, the City Commission finds that the approval of the Site Plan (SP-073-18) is
consistent with the City’s Land Development Code and Comprehensive Plan and will protect the
public health. safety, and welfare of the residents of the City, and furthers the purpose, goals,
objectives, and policies of the Comprehensive Plan.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
2 RESOLUTION #2025-044
Section 1. That the foregoing “WHEREAS” clauses are ratified and confirmed as
being true and correct, and they are made a part of and incorporated into this Resolution by this
reference.
Section 2. That pursuant to Chapter 28 “Land Development Code,” Part 6
“Development Review Procedures and Requirements,” Article 635 “Site Plans,” the following Site
Plan (SP-073-18), attached as Exhibit “B,” which is made a part of and incorporated into this
Resolution by this reference, is approved.
Section 3. That the approval granted by this Resolution is subject to the Applicant's
compliance with the following conditions:
1. Revise the elevation of 5.61 ft, NAVD, left of the CB#2 to be greater than elevation 6.0
feet, NAVD in the drainage report. (Engineering)
2. The stage-storage table indicates that the maximum stage for the 100-year - 3-day storm
event is 7.0 feet, NAVD; however, the statement in the drainage report indicates
6.78. Please revise the report for consistency. (Engineering)
3. The rainfall indicated in the drainage report for the 25-year 3-day storm event is 14 inches;
however, the narrative in the report indicates 13.59. Please revise the report for
consistency. (Engineering)
4. Due to the 3-foot utility easement (UE) at the rear of the property, ‘No Objection’ letters
from the Utility(ies) are required to confirm that the wall may be installed inside the
UE. EOR is to coordinate with the owner and surveyor to address this on the plat that is
underway. (Engineering)
5. In the event that the proposed construction causes adverse drainage effects to the
surrounding areas, it is the responsibility of the owner of the development to address the
concerns of the neighbors and provide a solution at the owner’s expense. (Engineering)
6. Provide the Broward County Water and Wastewater availability letter and the waste
management letter confirming that they have the capacity for the project. (Engineering)
7. Any road cuts for utilities, curb cuts and/or others with the City ROW shall be restored to
full lane width for 50' minimum length centered on the proposed cut. (Engineering)
8. Demolition Plan and Erosion Control Plan and details are required at building permitting.
(Engineering)
9. Additional comments may apply and will need to be addressed prior to Building Permit
approval. (Engineering)
10. Provide BC standard details for pavement marking and signage. All traffic control signs
shall conform to Broward County Traffic Engineering (BCTED) and MUTCD standards.
BCTED signs specifications consist of Type XI retroreflective sheeting materials except
for school zone and pedestrian signs which shall be comprised of retroreflective fluorescent
yellow-green sheeting certified type IV. (Engineering)
3 RESOLUTION #2025-044
11. All pavement markings shall be alkyd-based thermoplastic and fully retro-reflectorized,
per BCTED specifications with the exception of parking stall striping. (Engineering)
12. Provide Maintenance of Traffic (MOT) Plan by a licensed General Contractor/Professional
Engineer in the State of Florida (if applicable). (Engineering)
13. Detailed and complete engineering plans will be required prior to Building and R/W permit
approval. (Engineering)
14. Provide utility piping conflict details plan, along with documentation to demonstrate
acceptability of the separation between water, sanitary, storm-water service lines, etc.
(Engineering)
15. Show also all existing and proposed utilities on the landscaping plans for potential
conflicts. (Engineering)
16. Provide regulatory agencies' approval documentation and Permits/Licenses (as applicable)
as part of the final submittal, prior to issuance of the Building Permit (South Florida Water
Management District (SFWMD), Broward County Surface Water License, Broward
County EPGMD Wastewater Permit / BC Water and Wastewater Approval, Florida
Department of Environmental Protection, FDOT, BC Environmental, BC Aviation,
BCTED etc.). Also, include Utility / Right of Way Permits from the City, Broward County,
and State Roads as applicable. (Engineering)
17. Provide pertinent bylaws and deed restrictions, including disclosure of the dry retention
areas and the required maintenance of those areas for future homeowners in a contract
disclosure for a sale purchase, or in lease agreements for City Attorney review before
permit issuance. (Planning & Zoning).
18. Provide estimated construction value for development so that impact fees may be
determined. (Planning & Zoning)
19. Recreation And Open Space Impact Fee: In accordance with Resolution 2015-071,
$1,825.00, per Dwelling, must be paid for Recreation and Open Space Impacts at the time
the building permit is issued. A total of $7,300.00 ($1,825 x 4 units) will be due at the time
of the building permit. (Planning & Zoning)
20. The developer is required to participate in the City’s Public Art program by payment into
the City’s Public Art fund or through payment and installation of public art. The amount
of the Public Art Fund contribution is dependent on the value of the construction which
will be established at the time of building permit submittal. (Planning & Zoning)
21. For all projects resulting in the buildout of the site, construction staging cannot occur on-
site and must obtain Staging Plan approval by the Community Development Director prior
to the issuance of a building permit. The Staging Plan must include but is not limited to
the location of equipment and materials during construction. (Planning & Zoning)
22. For all projects resulting in the buildout of the site, such that construction staging cannot
occur on-site, the applicant must obtain Maintenance of Traffic Plan approval by the City
Engineer for the period of construction prior to issuance of a building permit. (Planning &
Zoning)
23. Per O-2017-027 & O-2018-019. Commercial properties under construction are required to
provide security to fencing with screening showing project rendering covering at least 75%
4 RESOLUTION #2025-044
of the length of the fence along an arterial or state right-of-way & 25% for local roads and
must include the name and intended use of the project, project rendering, project website
address, and owner or agent, the telephone number for the owner or agent, and the name
and an emergency contact telephone number of the general contractor. Provide screen
details with the next submittal. The City Commission must approve the use of the City
Logo. (Planning & Zoning)
24. Provide access easement recordation for lots 1 through 4 prior to the building permit.
(Planning & Zoning)
25. Provide a traffic statement by an engineer in lieu of a traffic study prior to the building
permit. (Planning & Zoning)
26. Provide drainage calculations and pervious area calculations for each single-family lot to
ensure each parcel meets code requirements. Revise plans accordingly prior to the building
permit. (Planning & Zoning)
27. The tree symbols for existing trees #38, #40, #41 should be changed from “Remain” to
“Remove” (Landscape)
28. Proposed landscape trees will conflict with the proposed drainage lines and inlets along the
entrance driveway, the proposed light directly north of building #1, and the proposed sewer
line leaving Unit #1. Realign utilities and/or trees to reduce conflicts. (Landscape)
29. Tree #10 is proposed for removal but has no responsible canopy area in the table. Add tree
#10 canopy area to the mitigation requirements calculations table. In addition, the pricing
calculation below the Proposed Canopy Mitigation Table is missing the 2.7 installation and
establishment multiplier. Update the calculations accordingly. Add the required and
provided totals for each separate code section so staff can verify the quantity of
surplus/mitigation trees. (Landscape)
30. Mitigation requirements and mitigation provided have been added but will need to be
updated based on the landscape conditions above. (Landscape)
31. The updated plan LSM-1 lists the applicable code sections requested in the prior comment
but does not provide the total required and total provided for each. Update the provided
code requirements list to create a table which 1) lists vertically each requirement, 2)
provides the total area or linear footage applicable to each code criterion, 3) lists the
required number of trees or shrubs to satisfy each category, then lists the total amount of
trees or shrubs actually provided in the proposed landscape plan, e.g., 275-90(B)(2) – VUA
buffer: XXX linear feet: XX required: XY provided). For clarity, the east, west, and south
buffers will be landscaped in accordance with Sec. 275-130, and the north boundary and
access drive will be landscaped in accordance with Sec. 275-90(B)(2). (Landscape)
32. The plant lists indicate 11 new VUA trees are proposed but the number of new tree symbols
on the plan is 12. Update Note 2 in the bottom-right corner of LSM -1 to indicate lots 2, 3,
and 4 only. The required/installed landscaping must continue to be shown and tabulated
for Unit #1 since it has already been built. (Landscape)
33. An additional VUA buffer tree is required at the east end of the driveway in front of UNIT
#4. (Landscape)
34. Provide existing and proposed topographic elevations on the plan view so staff can evaluate
where grade changes may adversely affect existing landscaping “to remain”. (Landscape)
5 RESOLUTION #2025-044
Section 4. That pursuant to Section 635-100 “Expiration of Site Plans” of the Land
Development Code, Site Plan (SP-73-18) approval shall automatically expire and become null and
void unless the Applicant files a complete building permit application with construction drawings
for the improvements shown on the Site Plan within eighteen (18) months from the date of this
Resolution.
Section 5. That such application must be reviewed by the Broward County Aviation
Department; the point of contact is William Castillo, Evaluation and Plan Administrator, located
at 2200 SW 45 Street. Suite 101, Dania Beach. Florida 13312 (954) 359-2291.
Section 6. That the issuance of a development permit by a municipality does not in any
way create any right on the part of an Applicant to obtain a permit from a state or federal agency
and does not create any liability on the part of the municipality for issuance of the permit if the
Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state
or federal agency, or undertakes actions that result in a violation of state or federal law.
Section 7. That the associated Planning & Zoning Division Staff Report prepared for
the above application(s) is incorporated into this resolution as findings of fact.
Section 8. That all resolutions or parts of resolutions in conflict with this Resolution
are repealed to the extent of such conflict.
Section 9. That this Resolution shall be effective l0 days after passage.
PASSED AND ADOPTED on March 31, 2025.
Motion by Vice Mayor Salvino second by Commissioner Rimoli.
FINAL VOTE ON ADOPTION: Unanimous X
Yes No
Commissioner Lori Lewellen ____ ____
Commissioner Luis Rimoli ____ ____
Commissioner Archibald J. Ryan IV ____ ____
Vice Mayor Marco Salvino ____ ____
Mayor Joyce L. Davis ____ ____
6 RESOLUTION #2025-044
ATTEST:
ELORA RIERA, MMC JOYCE L. DAVIS
CITY CLERK MAYOR
APPROVED AS TO FORM AND CORRECTNESS:
EVE A. BOUTSIS
CITY ATTORNEY
7 RESOLUTION #2025-044
EXHIBIT “A”
LEGAL DESCRIPTION
8 RESOLUTION #2025-044
EXHIBIT “B”
SITE PLAN (SP-073-18)
C
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
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ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
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LOCATION MAP
4432 SW 52ND STREET
DANIA BEACH, FLORIDA
SINGLE FAMILY RESIDENCES
SHEET INDEX:SHEET NO:
NOVEMBER 2019
011219
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This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
1. COVER SHEET
2. SURVEY
3. PROPOSED SITE PLAN
4. FLOOR PLANS
7. TYPICAL FLOOR PLAN
8. PAVING GRADING & DRAINAGE PLAN
9. WATER & SEWER PLAN
10. PAVEMENT MARKING & SIGNAGE PLAN
11. PHOTOMETRIC SITE PLAN
13. EROSION CONTROL PLAN
15. LANDSCAPING PLAN
16. LANDSCAPING DETAIL
17. IRRIGATION PLAN
C
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A-1
A-2
A-5
C-1
C-2
C-3
PH-1
C-5
L-1
L-2
L-3
6. ELEVATIONS PLAN A-4
5. ELEVATIONS PLAN A-3
18. EXISTING TREE SURVEY TD-1
12. FIRE RESCUE PLAN C-4
14. NOTES AND SPECIFICATIONS C-6
& SIGHT DISTANCE
19. LANDSCAPING MITIGATION PLAN LSM-1
GMAX LEGAL DESCRIPTION
THE SOUTH 100.00 FEET OF LOTS 7, 8, 9 AND 10, AND THE EAST 6.00 FEET OF THE NORTH 116.00 FEET OF
LOT 8, AND THE WEST 44.00 FEET OF THE NORTH 116.00 FEET OF LOT 9, ALL IN BLOCK 5, "BROWARD
GARDENS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 21, PAGE 48, OF THE PUBLIC
RECORDS OF BROWARD COUNTY, FLORIDA.
SAID LANDS LYING AND BEING IN THE CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA, AND
CONTAIN 0.794 ACRES, MORE OR LESS.
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SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SECTION A-A
N.T.S.
N.T.S.
SECTION D-D
A B C
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A B C
SECTION B-B
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NOVEMBER 2019
011219
SCALE:0'-1" = 20'-0"
0' 20' 40' 80'
DRAINAGE PLAN
PAVING GRADING AND
S.W. 52nd STREET CL
EDGE OF PAVEMENT
EDGE OF PAVEMENT
N.R.O.W. LINE
NORTH PROPERTY LINE
S.R.O.W. LINE
SOUTH PROPERTY LINE
22
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F.F.E. 7.25'
NAVD 88 F.F.E. 7.25'
NAVD 88
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SECTION E-E
N.T.S.
SECTION F-F
N.T.S.
PROPOSED
12"X12" COLUMN
@ 21' O.C.
(ALONG PROPERTY)
PROPOSED
4" @ 20' WALL
(ALONG PROPERTY)
G G
CONCRETE
PROPOSED
12"X12" COLUMN
PROPOSED
4" @ 20' WALL
N.T.S.
GROUND ELEV.
PROPOSED
12"X12" COLUMN
PROPOSED
5' WALL (SOLID)
L 20' PANEL
F F FF
4:1 4:1
F.F.E. 7.25'
NAVD 88 F.F.E. 7.25'
NAVD 88
4:1
F.F.E. 7.25'
NAVD 88
F.F.E. 7.25'
NAVD 88
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WALLS SHALL BE DESIGN TO MEET
NOTE :
AND OBTAIN THE PERMIT FROM BUILDING
DEPT., AND SHALL BE ABLE TO CONTAIN
THE 25-YEAR 3-DAY LOAD CAPACITY & BE
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This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
G
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WATERPROOF UP TO 25-YEARS 3-DAY
EVENT ELEVATION. (6.47' NAVD "88")
(TYP. ALL)
3-DAY EVENT ELEVATION. (6.47' NAVD)
WATERPROOF TO 25-YR
WALLS SHALL
FBC 2023 8th Edition
TOP OF WALL ELEVATION
10.00' NAVD "88"
UNIT #1 UNIT #2 UNIT #3 UNIT #4
TOP OF WALL ELEVATION
(10.00' NAVD "88")
PROPOSED
5' WALL
PROPOSED
12"X12" COLUMN
(TYP. ALL)
3-DAY EVENT ELEVATION.(6.47' NAVD)
WATERPROOF TO 25-YR
WALLS SHALL
TOP OF WALL ELEVATION
(10.00' NAVD "88")
PROPOSED
5' WALL
PROPOSED
12"X12" COLUMN
TOP OF WALL
(6.47' NAVD "88")
TOP OF WALL
(6.47' NAVD "88")
4" WALL
TOP OF WALL
(6.47' NAVD "88")
4" WALL
TOP OF WALL
(6.47' NAVD "88")
CL CL
SWALE
CENTER LINE
SWALE
CENTER LINE
UTILITY EASEMENT
END OF WALLEND OF WALL
PROPOSED
5' WALL
PROPOSED
5' WALL
PROPOSED
5' WALL
PROPOSED
5' WALL
(TYP. ALL)
3-DAY EVENT ELEVATION. (6.47' NAVD)
WATERPROOF TO 25-YR
WALLS SHALL
TOP OF WALL ELEVATION
(10.00' NAVD "88")
PROPOSED
5' WALL
PROPOSED
12"X12" COLUMN
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C-2
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
WA
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484' TO EX. F.H.378' TO EX. F.H.
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Crossing Details PR
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NOVEMBER 2019
011219
SCALE:0'-1" = 20'-0"
0' 20' 40' 80'
WATER & SEWER PLAN
CL
EDGE OF PAVEMENT
EDGE OF PAVEMENT
S.R.O.W. LINE
SOUTH PROPERTY LINE
N.R.O.W. LINE
NORTH PROPERTY LINE
145' TO HOUSE130' TO HOUSE
CLEAN OUT
FLOW DIRECTION
LEGEND :
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9
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:
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/
_
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_
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
AB
A
E
N
G
I
N
E
E
R
I
N
G
A
N
D
CO
N
S
T
R
U
C
T
I
O
N
I
N
C
.
13
4
2
0
S
W
3
6
t
h
C
O
U
R
T
DA
V
I
E
F
L
3
3
3
3
0
PH
O
N
E
(
9
5
4
)
2
2
4
-
1
3
8
0
THE WATER / SEWER USAGE IS 145 GALLONS PER UNIT
WATER & SEWER:
PER DAY TOTAL FOR FOUR UNITS WILL BE 580 GALLONS / DAY.
SOLID WASTE PER HOUSE HOLD IS 8.9 lb PER RESIDENT PER DAY,
SOLID WASTE:
FOR THE SITE WILL BE 35.6 lb / DAY.
UNIT #1
UNIT #2 UNIT #3 UNIT #4
PROPOSED
DOUBLE 58" WATER METER
PROPOSED
DOUBLE 58" WATER METER
L
I
C
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
g
n
e
d
by
G
H
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M
KH
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A
N
I
N
Da
t
e
:
20
2
5
.
0
2
.
0
6
12
:
5
8
:
1
8
-
0
6
'
0
0
'
C-3
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
PA
V
E
M
E
N
T
M
A
R
K
I
N
G
A
N
D
PR
O
J
E
C
T
N
A
M
E
A
D
D
R
E
S
S
:
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
S
44
3
2
S
W
5
2
N
D
S
T
R
E
E
T
DA
N
I
A
B
E
A
C
H
,
F
L
O
R
I
D
A
NOVEMBER 2019
011219
S.W. 52nd STREET
SCALE:0'-1" = 20'-0"
0' 20' 40' 80'
CL
EDGE OF PAVEMENT
EDGE OF PAVEMENT
S.R.O.W. LINE
SOUTH PROPERTY LINE
N.R.O.W. LINE
NORTH PROPERTY LINE
ROAD SHALL BE DESIGN TO HOLD
ADD NOTE
32 TONS FIRE TRUCK
SIGNAGE PLAN & SIGHT DISTANCE
PAVEMENT MARKING AND
4" DOUBLE SOLID YELLOW
24" WHITE STOP BAR,
PAVAMENT, MARKINGAND
AND SIGNAGE NOTES
x ALL PAVEMENT, MARKING AND SIGNAGE
SHALL BE IN ACCORDANCE WITH THE
MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES.
x ALL PAVEMENT, MARKING SHALL BE
THERMOPLASTIC AS PER BROWARD COUNTY
TRAFFIC ENGINEERING STANDARD.
x R1-1 STOP SIGN SHALL BE HIGH INTENSITY
REFLECTORIZED MATERIAL.
x STOP SIGN SHALL BE 30" X 30" HIGH
INTENSITY REFLECTIVE MATERIAL.
x PAVEMENT MARKING SHALL BE REFLECTIVE
THERMO PLASTIC, SHALL CONFORM W/ FDOT
STANDARD SPECIFICATION AND BROWARD
COUNTY STANDARD AND SPECIFICATION.
STOP
SW 52 Streetnd
SI
G
N
A
G
E
P
L
A
N
&
EDGE OF PAVEMENT
EDGE OF PAVEMENT
- POSTED SPEED LIMIT SIGN IS
30 MPH
- SIGHT DISTANCE IS 200 FT
BASE ON GREEN BOOK
2'-4' SKIP 4"WHITE 2'-4' SKIP 4"WHITE
NO PARKING SIGN
NO PARKING SIGN
NO PARKING SIGN
NO PARKING SIGN
4" DOUBLE SOLID YELLOW
NO PARKING SIGN NO PARKING SIGN
SI
G
H
T
D
I
S
T
A
N
C
E
SEAL
GH
A
S
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M
K
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A
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A
N
I
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P
.
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.
F
R
#
4
1
9
5
5
DA
T
E
:
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_
_
_
/
_
_
_
AB
A
E
N
G
I
N
E
E
R
I
N
G
A
N
D
CO
N
S
T
R
U
C
T
I
O
N
I
N
C
.
13
4
2
0
S
W
3
6
t
h
C
O
U
R
T
DA
V
I
E
F
L
3
3
3
3
0
PH
O
N
E
(
9
5
4
)
2
2
4
-
1
3
8
0
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
UNIT #1
UNIT #2 UNIT #3 UNIT #4
L
I
C
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
g
n
e
d
by
G
H
A
S
E
M
KH
A
V
A
N
I
N
Da
t
e
:
20
2
5
.
0
2
.
0
6
12
:
5
8
:
4
4
-
0
6
'
0
0
'
C-4
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
FI
R
E
R
E
S
C
U
E
/
PR
O
J
E
C
T
N
A
M
E
A
D
D
R
E
S
S
:
SI
N
G
L
E
F
A
M
I
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Y
R
E
S
I
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E
N
C
E
S
44
3
2
S
W
5
2
N
D
S
T
R
E
E
T
DA
N
I
A
B
E
A
C
H
,
F
L
O
R
I
D
A
NOVEMBER 2019
011219
S.W. 52nd STREET
484' TO EXISTING F.H.378' TO EXISTING F.H.
SCALE:0'-1" = 20'-0"
0' 20' 40' 80'
CIRCULATION PLAN
CL
EDGE OF PAVEMENT
EDGE OF PAVEMENT
S.R.O.W. LINE
SOUTH PROPERTY LINE
N.R.O.W. LINE
NORTH PROPERTY LINE
22
6
'
T
O
E
X
I
S
T
I
N
G
F
.
H
.
145' TO HOUSE130' TO HOUSE
FIRE SAFTY NOTES
1.AS PER TABLE 18.4.5.1.2. THE MIN. REQUIRED
FLOW FOR RESIDENTIAL BUILDING IS 1500
GPM FOR 2 HOURS FLOW DURATION,
EXISTING FIRE HYDRANT & PROPOSED FIRE
HYDRANT WILL PROVIDE MUCH MORE THAN
1500 GPM. (PLEASE SEE ATTACH REPORT FOR
FLOW TEST).
2. ALL THE PORTION OF AN EXTERIOR WALL OF
THE FIRST STORY OF THE BUILDING IS
LOCATED NOT MORE THAN 150 ft FROM
DEPARTMENT ACCESS AS MEASURED BY AN
APPROVED ROUTE THE AROUND THE
EXTERIOR OF BUILDING OR FACILITY, IN THE
EVENT 150 ft REQUIREMENT NOT MEET FIRE
SPRINKLER SHALL BE INSTALL IN THE
BUILDING.
3. PROPOSED FIRE HYDRANT LOCATED IN
S.W. 52nd STREET WHICH IS ALMOST 200 ft.
FROM HOUSE.
4. NO SPRINKLER SYSTEM BEEN PROPOSED FOR
BUILDING.
5. NO REDUCTION FOR FLOW CALCULATION.
ROAD SHALL BE DESIGN TO HOLD
ADD NOTE
32 TONS FIRE TRUCK
SEAL
GH
A
S
E
M
K
H
A
V
A
N
I
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P
.
E
.
F
R
#
4
1
9
5
5
DA
T
E
:
_
_
_
/
_
_
_
/
_
_
_
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
AB
A
E
N
G
I
N
E
E
R
I
N
G
A
N
D
CO
N
S
T
R
U
C
T
I
O
N
I
N
C
.
13
4
2
0
S
W
3
6
t
h
C
O
U
R
T
DA
V
I
E
F
L
3
3
3
3
0
PH
O
N
E
(
9
5
4
)
2
2
4
-
1
3
8
0
PROPOSED
FIRE HYDRANT
FIRE RESCUE/ GARBAGE TRUCK
GA
R
B
A
G
E
T
R
U
C
K
CI
R
C
U
L
A
T
I
O
N
P
L
A
N
UNIT #1
UNIT #2 UNIT #3 UNIT #4
L
IC
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
g
n
e
d
by
G
H
A
S
E
M
KH
A
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A
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I
N
Da
t
e
:
20
2
5
.
0
2
.
0
6
12
:
5
9
:
1
2
-
0
6
'
0
0
'
ER
O
S
I
O
N
C
O
N
T
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O
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P
L
A
N
SECTION A-A
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N.T.S.
C-5
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
PR
O
J
E
C
T
N
A
M
E
A
D
D
R
E
S
S
:
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
S
44
3
2
S
W
5
2
N
D
S
T
R
E
E
T
DA
N
I
A
B
E
A
C
H
,
F
L
O
R
I
D
A
NOVEMBER 2019
011219
SCALE:0'-1" = 20'-0"
0' 20' 40' 80'
EROSION CONTROL PLAN
S.W. 52nd STREET CL
EDGE OF PAVEMENT
EDGE OF PAVEMENT
S.R.O.W. LINE
SOUTH PROPERTY LINE
N.R.O.W. LINE
NORTH PROPERTY LINE
SEAL
GH
A
S
E
M
K
H
A
V
A
N
I
N
P
.
E
.
F
R
#
4
1
9
5
5
DA
T
E
:
_
_
_
/
_
_
_
/
_
_
_
AB
A
E
N
G
I
N
E
E
R
I
N
G
A
N
D
CO
N
S
T
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U
C
T
I
O
N
I
N
C
.
13
4
2
0
S
W
3
6
t
h
C
O
U
R
T
DA
V
I
E
F
L
3
3
3
3
0
PH
O
N
E
(
9
5
4
)
2
2
4
-
1
3
8
0
1 08/02/23 ENGINEERING
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies. CL
I
UNIT #1
UNIT #2 UNIT #3 UNIT #4
L
I
C
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
g
n
e
d
by
G
H
A
S
E
M
KH
A
V
A
N
I
N
Da
t
e
:
20
2
5
.
0
2
.
0
6
12
:
5
9
:
3
9
-
0
6
'
0
0
'
NO
T
E
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
C-6
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
PR
O
J
E
C
T
N
A
M
E
A
D
D
R
E
S
S
:
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
S
44
3
2
S
W
5
2
N
D
S
T
R
E
E
T
DA
N
I
A
B
E
A
C
H
,
F
L
O
R
I
D
A
NOVEMBER 2019
011219
SEAL
GH
A
S
E
M
K
H
A
V
A
N
I
N
P
.
E
.
F
R
#
4
1
9
5
5
DA
T
E
:
_
_
_
/
_
_
_
/
_
_
_
AB
A
E
N
G
I
N
E
E
R
I
N
G
A
N
D
CO
N
S
T
R
U
C
T
I
O
N
I
N
C
.
13
4
2
0
S
W
3
6
t
h
C
O
U
R
T
DA
V
I
E
F
L
3
3
3
3
0
PH
O
N
E
(
9
5
4
)
2
2
4
-
1
3
8
0
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
L
I
C
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
g
n
e
d
by
G
H
A
S
E
M
KH
A
V
A
N
I
N
Da
t
e
:
20
2
5
.
0
2
.
0
6
13
:
0
0
:
1
2
-
0
6
'
0
0
'
A-1
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
PR
O
P
O
S
E
D
S
I
T
E
P
L
A
N
S.W. 52nd STREET
PR
O
J
E
C
T
N
A
M
E
A
D
D
R
E
S
S
:
SI
N
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
E
S
44
3
2
S
W
5
2
N
D
S
T
R
E
E
T
DA
N
I
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B
E
A
C
H
,
F
L
O
R
I
D
A
PROPOSED SITE PLAN
SCALE:0'-1" = 20'-0"
0' 20' 40' 80'
CL
138.00' (N.90 00' 00"E.)100.00' (N.90 00' 00"E.)
288.00' (S.90 00' 00"W.)
10
0
.
0
0
'
(
S
.
0
0
0
2
'
5
5
"
W
.
)
10
0
.
0
0
'
(
N
.
0
0
0
2
'
5
5
"
E
.
)
11
6
.
0
0
'
(
N
0
0
0
2
'
5
5
"
E
.
)
11
6
.
0
0
'
(
S
0
0
0
2
'
5
5
"
W
.
)
(N.90 00' 00"E.)
50.00'
EDGE OF PAVEMENT
EDGE OF PAVEMENT
S.R.O.W. LINE
SOUTH PROPERTY LINE
N.R.O.W. LINE
NORTH PROPERTY LINE
346 00 SF.
6148 SF.
100%
17.77%
GROSS AREA
TOTAL BUILDING
716 SF. 2.07%DRIVEWAY
8124 SF. 23.48%ROAD
SITE DATA :
19,820 SF. 57.28%GREEN
FUTURE LAND USE IS RESIDENTIAL.
ZONING IS RD-8000 RESIDENTIAL (SINGLE FAMILY DETACHED)
346 00 SF. 100%NET AREA
14,780 SF. 42.72%TOTAL IMPERVIOUS
ALLOWABLE HEIGHT IS 25' HOUSES WILL BE ONE STORY
DENSITY :
TOTAL SITE AREA : 0.794 AC
PERMITTED UNITS 6.35 UNITS
ZONE RD-8000
& WILL BE LESS THAN 25'
(USING R-S 6000 FOR SINGLE FAMILY DETACHED)
REQUIRED
14'-7"
PROVIDED
8'-8" TO 23'-8"
SET BACK:
EAST
15'-0" 15'-0"SOUTH
14'-7" 8'-8" TO 23'-8"WEST
25'-0" 45'-0"NORTH
EACH HOUSE WILL BE AROUND 1420 SQ.FT. WITH
PARKING :
3 BEDROOM WHICH REQUIRED 2 PARKING, WHICH HAS
BEEN PROVIDED FRONT OF EACH HOUSE.
WHICH OWNED & MAINTAINED BY OWNER / DEVELOPER
CHARACTERISTIC :
OF PROPERTY. THE LANDSCAPING,IRRIGATION, ROAD,
LIGHTINGS, SEWER WATER AND DRAINAGE WILL BE PRIVATE AND
GMAX HOUSES ARE RENTAL RESIDENTIAL HOMES
WILL BE OWNED AND MAINTAIN BY OWNER OF PROPERTY.
F.P&L WILL BE PROVIDER FOR ELECTRICAL AND BROWARD
COUNTY WILL BE RESPONSIBLE FOR WATER & SEWER.
MAIL BOX LOCATION :
NO PHASING PLANED FOR CONSTRUCTION.
ALL THE PROPOSED MAIL BOX LOCATION WILL BE REVIEWED &
APPROVED BY THE POST OFFICE PRIOR TO INSTALLATION
(PROPOSED MAIL BOXES WILL BE FRONT OF EACH UNIT).
PROPOSING TO INSTALL IMPACT DOORS & WINDOWS & INSTALL
NOISE MITIGATION :
INSULATION TO REDUCE & CONTROL THE NOISE.
BROWARD COUNTY WILL BE THE PROVIDER
UTILITIES :
FOR WATER & THE SEWER.
ROAD DESIGN :
ROAD SHALL BE DESIGN TO HOLD 32 TONS FIRE TRUCK.
PROPOSED
12"X12" COLUMN
PROPOSED
5' WALL (SOLID)
L 20' PANEL
SEAL
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/
_
_
_
AB
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13
4
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3
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PH
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E
(
9
5
4
)
2
2
4
-
1
3
8
0
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
THE WATER / SEWER USAGE IS 145 GALLONS PER UNIT
WATER & SEWER:
PER DAY TOTAL FOR FOUR UNITS WILL BE 580 GALLONS / DAY.
SOLID WASTE PER HOUSE HOLD IS 8.9 lb PER RESIDENT PER DAY,
SOLID WASTE:
FOR THE SITE WILL BE 35.6 lb / DAY.
0.794
0.14
0.016
0.186
0.455
0.794
0.339
.AC
PROPOSED 4 SINGLE FAMILY DETACHED
ONE STORY
SINGLE FAMILY HOME
ONE STORY
SINGLE FAMILY HOME
TWO STORY RENTAL APT.
ON
E
S
T
O
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Y
SI
N
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F
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H
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ON
E
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Y
SI
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F
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H
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AC
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S
S
EA
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N
T
ACCESS EASEMENT
UNIT #1
UNIT #2 UNIT #3 UNIT #4
( 1420 SQ.FT. UNIT #1)
CL CL
SWALE
CENTER LINE
SWALE
CENTER LINE
ACCESS EASEMENT
TRAFFIC DIRECTION
TRAFFIC DIRECTION
LEGEND :
LIMIT OF
PROPOSED
5' WALL
PROPOSED
5' WALL
PROPOSED
5' WALL
PROPOSED
5' WALL
NOVEMBER 2019
011219
( 1537 SQ.FT. UNIT #2- #3, #4)
GMAX LEGAL DESCRIPTION
THE SOUTH 100.00 FEET OF LOTS 7, 8, 9 AND 10, AND THE EAST 6.00 FEET OF THE NORTH 116.00 FEET OF
LOT 8, AND THE WEST 44.00 FEET OF THE NORTH 116.00 FEET OF LOT 9, ALL IN BLOCK 5, "BROWARD
GARDENS", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 21, PAGE 48, OF THE PUBLIC
RECORDS OF BROWARD COUNTY, FLORIDA.
SAID LANDS LYING AND BEING IN THE CITY OF DANIA BEACH, BROWARD COUNTY, FLORIDA, AND
CONTAIN 0.794 ACRES, MORE OR LESS.
L
I
C
E
NSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
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2
5
.
0
2
.
2
7
17
:
3
6
:
3
8
-
0
6
'
0
0
'
FLOOR PLAN
LEFT SIDE ELEVATION
RIGHT SIDE ELEVATION
FRONT ELEVATION
REAR ELEVATION
N
A-2
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
FL
O
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5
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FEBRUARY 20
010220
SEAL
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PH
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(
9
5
4
)
2
2
4
-
1
3
8
0
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
AN
D
E
L
E
V
A
T
I
O
N
S
LO
T
-
8
B
L
O
C
K
-
5
7.25 NAVD 88
LOTS #1,2,3 & 4
FINISH FLOOR ELEV.
7,200 SQ.FT.TOTAL LOT SIZE
6,148 SQ.FT.TOTAL LOT BUILDING (4)
19,820 SQ.FT.TOTAL LOT PERVIOUS
14,780 SQ.FT.TOTAL IMPERVIOUS
ROOF LINE
L
I
C
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
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n
e
d
by
G
H
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Da
t
e
:
20
2
5
.
0
2
.
0
6
12
:
5
6
:
5
2
-
0
6
'
0
0
'
3' UTILITY EASEMENT
UNIT #1 UNIT #2
UNIT #3 UNIT #4
S.W. 52nd STREET
NOTE:
1· SCREEN AROUND (3 SITE MIN.) PROPOSED A/C
EQUIPMENT AND IRRIGATION PUMP WITH 30"
HIGH SHRUB SPACING 24" O.C.
2· LANDSCAPING FOR EACH LOT WILL BE
PROVIDED AT TIME OF HOUSE PERMIT FOR
INDIVIDUAL LOTS
NO PARKING SIGN NO PARKING SIGN
PROPOSED
WATER METER
PROPOSED
WATER METER
FIRE HYDRANT
CL CL
LIGHT POLE #1 LIGHT POLE #2 LIGHT POLE #4
LIGHT POLE #3
LIGHT POLE #5
LIGHT POLE #6
NOTE:
1- ALL THE EQUIPMENT SHALL BE SCREENED ON THREE (3)
SIDE W/ LANDSCAPE MATERIAL 30" HEIGHT, 24" O.C.
2- ALL THE PROPOSED TREE SHALL BE INSTALL 15' FROM
STRUCTURE AND 20' FROM OTHER SHADE TREE.
3- SHADE TREE IN STREET SHALL BE MIN. 6' FROM EDGE OF
PAVEMENT.
4- PLACE BAHIA SOD (PASPALUM NOTATUM) SOLID EVEN AT
THE SITE AND UN PAVED ROAD R-O-W.
5- AREA BETWEEN 2.5' AND 8' ABOVE ELEV. OF ADJOINING
PAVEMENT MUST BE CLEAR OF ANY OBSTRUCTION WITHIN
SIGHT TRIANGLE.
6- NO IRRIGATION ALL LANDSCAPE PLAN SHALL BE HAND
WATERED UNTIL ESTABLISHED.
7- ALL SHADE CANOPY TREES SHALL BE CATEGORY 1 TREE.
8- NON SHADE TREES SHALL BE LOCATED MIN. 8' AWAY
FROM STRUCTURES & 15' FROM OTHER TREES.
12'-14' HG X 5' SPR, 3" DBH.
12'-14' HG X 5' SPR, 3" DBH.
QUANTITY
MAHOGANY
COMMON NAME BOTANICAL NAME
SWIETENIA MAHOGANI
SPECIFICATIONSMARK
2 Quercus VIRGINIANALIVE OAK
1
24" X 30" HG, 3 GA. 24" O.C.CHRYSOBALANUS ICACO COCOPLUM20
A
B
C
NATIVE
YES
YES
YES
12'-14' HG X 5' SPR, 3" DBH.
QUANTITY COMMON NAME BOTANICAL NAME SPECIFICATIONSMARK
11 Quercus VIRGINIANALIVE OAK
24" X 30" HG, 3 GA. 24" O.C.CHRYSOBALANUS ICACO COCOPLUM194
B
C
NATIVE
YES
YES
- PLACE BAHIA SOD (PASPALUM NOTATUM) SOLID EVEN
- PLACE 2" MULCH AROUND THE TREES & BOTTOM OF SHRUBS USE ORGANIC MATERIAL ONLY.
- PLACE BAHIA SOD (PASPALUM NOTATUM) SOLID EVEN
- PLACE 2" MULCH AROUND THE TREES & BOTTOM OF SHRUBS USE ORGANIC MATERIAL ONLY.
PROPOSED LOTS LANDSCAPING SCHEDULE FOR EACH LOT (EXISTING NOT INCLUDED)
PROPOSED ADDITIONAL TREES WITHIN THE SITE (VEHICULAR USE AREA)
12'-14' HG X 5' SPR, 3" DBH.
12'-14' HG X 5' SPR, 3" DBH.
QUANTITY
MAHOGANY
COMMON NAME BOTANICAL NAME
SWIETENIA MAHOGANI
SPECIFICATIONSMARK
8 Quercus VIRGINIANALIVE OAK
4
24" X 30" HG, 3 GA. 24" O.C.CHRYSOBALANUS ICACO COCOPLUM80
A
B
C
NATIVE
YES
YES
YES
TOTAL ON SITE FOR ALL FOUR UNIT
LS-1 / 2
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SI
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FEBRUARY 20
010220
SEAL
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3
3
3
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PH
O
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(
9
5
4
)
2
2
4
-
1
3
8
0
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
L
I
C
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
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a
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s
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d
by
G
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:
20
2
5
.
0
2
.
0
6
13
:
0
0
:
5
1
-
0
6
'
0
0
'
LS-2 / 2
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
LO
T
L
A
N
D
S
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A
P
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A
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44
3
2
S
W
5
2
N
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A
C
H
,
F
L
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I
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A
FEBRUARY 20
010220
SEAL
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4
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9
5
5
DA
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:
_
_
_
/
_
_
_
/
_
_
_
AB
A
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N
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N
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E
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N
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A
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D
CO
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I
O
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I
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.
13
4
2
0
S
W
3
6
t
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C
O
U
R
T
DA
V
I
E
F
L
3
3
3
3
0
PH
O
N
E
(
9
5
4
)
2
2
4
-
1
3
8
0
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
UNIT #1
LIGHT POLE #1
L
IC
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
g
n
e
d
by
G
H
A
S
E
M
KH
A
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A
N
I
N
Da
t
e
:
20
2
5
.
0
2
.
0
6
13
:
0
1
:
1
9
-
0
6
'
0
0
'
NOTE:
1· SCREEN AROUND (3 SITE MIN.) PROPOSED A/C
EQUIPMENT AND IRRIGATION PUMP WITH 30"
HIGH SHRUB SPACING 24" O.C.
2· LANDSCAPING FOR EACH LOT WILL BE
PROVIDED AT TIME OF HOUSE PERMIT FOR
INDIVIDUAL LOTS
LIGHT POLE #1
LIGHT POLE #4
NOTE:
1- ALL THE EQUIPMENT SHALL BE SCREENED ON THREE (3)
SIDE W/ LANDSCAPE MATERIAL 30" HEIGHT, 24" O.C.
2- ALL THE PROPOSED TREE SHALL BE INSTALL 15' FROM
STRUCTURE AND 20' FROM OTHER SHADE TREE.
3- SHADE TREE IN STREET SHALL BE MIN. 6' FROM EDGE OF
PAVEMENT.
4- PLACE BAHIA SOD (PASPALUM NOTATUM) SOLID EVEN AT
THE SITE AND UN PAVED ROAD R-O-W.
5- AREA BETWEEN 2.5' AND 8' ABOVE ELEV. OF ADJOINING
PAVEMENT MUST BE CLEAR OF ANY OBSTRUCTION WITHIN
SIGHT TRIANGLE.
6- NO IRRIGATION ALL LANDSCAPE PLAN SHALL BE HAND
WATERED UNTIL ESTABLISHED.
7- ALL SHADE CANOPY TREES SHALL BE CATEGORY 1 TREE.
8- NON SHADE TREES SHALL BE LOCATED MIN. 8' AWAY
FROM STRUCTURES & 15' FROM OTHER TREES.
12'-14' HG X 5' SPR, 3" DBH.
12'-14' HG X 5' SPR, 3" DBH.
QUANTITY
MAHOGANY
COMMON NAME BOTANICAL NAME
SWIETENIA MAHOGANI
SPECIFICATIONSMARK
2 Quercus VIRGINIANALIVE OAK
1
24" X 30" HG, 3 GA. 24" O.C.CHRYSOBALANUS ICACO COCOPLUM20
A
B
C
NATIVE
YES
YES
YES
12'-14' HG X 5' SPR, 3" DBH.
QUANTITY COMMON NAME BOTANICAL NAME SPECIFICATIONSMARK
11 Quercus VIRGINIANALIVE OAK
24" X 30" HG, 3 GA. 24" O.C.CHRYSOBALANUS ICACO COCOPLUM194
B
C
NATIVE
YES
YES
- PLACE BAHIA SOD (PASPALUM NOTATUM) SOLID EVEN
- PLACE 2" MULCH AROUND THE TREES & BOTTOM OF SHRUBS USE ORGANIC MATERIAL ONLY.
- PLACE BAHIA SOD (PASPALUM NOTATUM) SOLID EVEN
- PLACE 2" MULCH AROUND THE TREES & BOTTOM OF SHRUBS USE ORGANIC MATERIAL ONLY.
PROPOSED LOTS LANDSCAPING SCHEDULE FOR EACH LOT (EXISTING NOT INCLUDED)
PROPOSED ADDITIONAL TREES WITHIN THE SITE (VEHICULAR USE AREA)
12'-14' HG X 5' SPR, 3" DBH.
12'-14' HG X 5' SPR, 3" DBH.
QUANTITY
MAHOGANY
COMMON NAME BOTANICAL NAME
SWIETENIA MAHOGANI
SPECIFICATIONSMARK
8 Quercus VIRGINIANALIVE OAK
4
24" X 30" HG, 3 GA. 24" O.C.CHRYSOBALANUS ICACO COCOPLUM80
A
B
C
NATIVE
YES
YES
YES
TOTAL ON SITE FOR ALL FOUR UNIT
LSM-1
SHEET
CONSTRUCTION
DATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALS
APPEARING HEREIN CONSTITUTE THE ORIGINAL
AND UNPUBLISHED WORK IF A.E.C. INC. AND
MAY NOT BE DUPLICATED, USED, OR
DISCLOSED WITHOUT THE EXPRESS WRITTEN
CONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,
CALCULATIONS AND SPECIFICATIONS TO THE
BEST OF HIS ABILITIES IN COMPLIANCE WHIT
THE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SI
T
E
L
A
N
D
S
C
A
P
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PR
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A
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S
S
:
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F
A
M
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S
I
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C
E
S
44
3
2
S
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5
2
N
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S
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DA
N
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A
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E
A
C
H
,
F
L
O
R
I
D
A
FEBRUARY 20
010220
SEAL
GH
A
S
E
M
K
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A
V
A
N
I
N
P
.
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.
F
R
#
4
1
9
5
5
DA
T
E
:
_
_
_
/
_
_
_
/
_
_
_
AB
A
E
N
G
I
N
E
E
R
I
N
G
A
N
D
CO
N
S
T
R
U
C
T
I
O
N
I
N
C
.
13
4
2
0
S
W
3
6
t
h
C
O
U
R
T
DA
V
I
E
F
L
3
3
3
3
0
PH
O
N
E
(
9
5
4
)
2
2
4
-
1
3
8
0
This item has been digitally signed and
sealed by GHASEM KHAVANIN on the date
adjacent to the seal. Printed copies of this
document are not considered signed and
sealed and the signature must be verified
on any electronic copies.
MITIGATION PLAN
SITE LANDSCAPE
MI
T
I
G
A
T
I
O
N
P
L
A
N
MITIGATION
PROPOSED CANOPY MITIGATION TABLE
REQUIREMENTCATEGORY
SQUARE CANOPYLOSS MULTIPLIER
CATEGORY IINVASIVECANOPY
CATEGORY IIINVASIVECANOPY
NON-INVASIVE
CANOPY
SPECIMEN
TREE VALVE
TOTAL
4,799
0
410
N/A
5,209
25% (0.25)
100%
150% (1.5)
N/A
N/A
SQUARE FOOT CANOPYMITIGATIONREGUIRED
1,199.75
0
615
N/A
1,814.75
APPROVEDVALVE
N/A
N/A
N/A
NO LIVE OAK BEEN PROPOSED TO BE REMOVED
CATEGORY IB REPLACEMENT TREE PRICE
1814.75 300 = 6.050 SAY 7X225= 1,575
SECTION OF CODE APPLICABLE TO THE PROJECT
SEC 275-170 (B) SCREENING SHRUBS
SEC 825-100 (A)(5) 1.5(150%) CANOPY MITIGATION MULTIPLIER
FOR NON-INVASIVE
SEC 825-100 (A)(6) 0.25(25%) CANOPY MITIGATION MULTIPLIER
FOR CAT I INVASIVE
SEC 825-100 (A)(7) CANOPY MITIGATION REQUIRED
SEC 875-90
275-80 (H), 275-90, 275-160, 275-170, 275-60 & 275-190 (D-G)
3' UTILITY EASEMENT
UNIT #1 UNIT #2
UNIT #3 UNIT #4
S.W. 52nd STREET
NO PARKING SIGN NO PARKING SIGN
PROPOSED
WATER METER
PROPOSED
WATER METER
FIRE HYDRANT
CL CL
LIGHT POLE #2
LIGHT POLE #3
LIGHT POLE #5
LIGHT POLE #6
L
I
C
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
g
n
e
d
by
G
H
A
S
E
M
KH
A
V
A
N
I
N
Da
t
e
:
20
2
5
.
0
2
.
0
6
13
:
0
2
:
2
0
-
0
6
'
0
0
'
PHOTOMETRIC PLAN
SCALE:0'-1" = 10'-0"
0' 10' 20' 40'
TYPICAL LIGHT POLE FOUNDATION
L
IC
ENSE
**
FLORID
A
ST
A
T
E
O
F
NO
.
4
1
9
5
5
**
**
Di
g
i
t
a
l
l
y
s
i
g
n
e
d
by
G
H
A
S
E
M
KH
A
V
A
N
I
N
Da
t
e
:
20
2
5
.
0
3
.
0
6
16
:
3
9
:
1
1
-
0
6
'
0
0
'