HomeMy WebLinkAboutR-2025-128 R. Roma Holdings LLC (SP-073-18MOD) Broward Gardens1
RESOLUTION #2025-128
RESOLUTION NO. 2025-128
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN MODIFICATION (SP-073-18MOD) SUBMITTED BY APPLICANT, R. ROMA HOLDINGS, LLC, FOR THE PROPERTIES LOCATED AT 4432-4440 SW 52ND STREET IN THE CITY
OF DANIA BEACH, FLORIDA TO ALLOW A SECOND STORY TO THREE
(3) OF THE FOUR (4) SINGLE FAMILY HOMES; 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 approval of a Site Plan Modification (SP-073-18MOD) to add an
additional floor to three (3) of the four (4) single-family homes developed at 4432-4440 SW 52ND
Street, Dania Beach, Fl, which property has the following legal description as delineated in Exhibit
“A”, which exhibit 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 Modification
(SP-073-18MOD) 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;
and
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 Modification
(SP-073-18MOD) 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.
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RESOLUTION #2025-128
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF DANIA BEACH, FLORIDA:
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 Modification (SP-073-18MOD), 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. Please provide a final drainage report and final civil engineering plans addressing the pending Engineering comments stated on the Engineering’s DRC approval dated 7/21/25. (Engineering)
2. ‘No Objection’ letters from the Utility company are required confirming that the wall may
be installed inside the Utility Easement (UE). (Engineering)
3. In the event that the proposed construction causes adverse drainage effects to the surrounding areas, causing flooding outside of the Applicant’s property identified in Exhibit A, it is the responsibility of the owner of the development to address the concerns of the neighbors and provide a solution at the Applicant’s expense. (Engineering)
4. Provide the Broward County Water and Wastewater availability letter and the waste
management letter confirming that utilities have the capacity for the project. (Engineering)
5. Any road cuts for utilities, curb cuts and/or others within the City right-of-way (ROW) shall be restored for the full lane width for a minimum length of 50-feet centered on the proposed cut (a total of 50-feet in length, centered on the cut should be restored, 25-feet on
either side). (Engineering)
6. During building permit review additional comments may apply and will need to be addressed prior to Building Permit approval as part of the permit review process. (Engineering)
7. Any revisions to the site layout will require a site plan modification. (Engineering)
8. Show all existing and proposed utilities on the landscaping plans for potential conflicts.
(Engineering)
9. 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,
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RESOLUTION #2025-128
BCTED etc.). Also, include Utility / Right of Way Permits from City, Broward County,
and State Roads, as may be applicable. (Engineering)
10. Provide Broward County 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)
11. All pavement markings (excluding parking stall striping) shall be alkyd-based thermoplastic and fully retro-reflectorized, per BCTED specifications with the exception of parking stall striping. (Traffic)
12. Please provide an MOT plan prepared by a Florida-licensed Professional Engineer or
General Contractor, per FDOT and local agency requirements. The MOT shall address pedestrian, bicycle, and vehicular traffic safely and efficiently. (Traffic)
13. Any site changes that may affect trip generation or the approved traffic impact analysis must be documented in a traffic memorandum and submitted to the City for review.
(Traffic)
14. BCTED and FDOT approval documentation shall be provided as part of the final submittal (as applicable). (Traffic)
15. Additional comments may be issued and must be addressed before permit approval. (Traffic)
16. Detailed and complete engineering plans will be required prior to Building and R/W permit
approval. (Traffic)
17. Provide estimated construction value for development so that impact fees may be determined. (Planning & Zoning)
18. 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) 19. 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)
20. 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)
21. 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)
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RESOLUTION #2025-128
22. Per Sec 8-7. Commercial properties under construction are required to provide security to
fencing with screening showing project rendering covering at least 75% 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)
23. Provide access easement recordation for lots 1 through 4 prior to the building permit to
provide access to Track A from all lots. (Planning & Zoning)
24. The tree symbols for existing trees #38, #40, #41 should be changed from “Remain” to
“Remove” (Landscape)
25. 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)
26. 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)
27. Mitigation requirements and mitigation provided have been added but will need to be
updated based on the landscape conditions above. (Landscape)
28. 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) of the LDC.
(Landscape)
29. The plant lists indicate 11 new VUA (Vehicular Use Area) 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)
30. An additional VUA buffer tree is required at the east end of the driveway in front of Unit
#4. (Landscape)
31. 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)
Section 4. That pursuant to Section 635-100 “Expiration of Site Plans” of the Land
Development Code, Site Plan Modification (SP-73-18MOD) approval shall automatically expire
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RESOLUTION #2025-128
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. 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 August 26, 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 ____ ____
SIGNATURE PAGE TO FOLLOW
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RESOLUTION #2025-128
ATTEST:
ERIN MCCLENDON JOYCE L. DAVIS DEPUTY CITY CLERK MAYOR
APPROVED AS TO FORM AND CORRECTNESS:
EVE A. BOUTSIS CITY ATTORNEY
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RESOLUTION #2025-128
EXHIBIT “A”
LEGAL DESCRIPTION
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RESOLUTION #2025-128
EXHIBIT “B”
SITE PLAN MODIFICATION (SP-073-18MOD)
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SHEET
CONSTRUCTIONDATE
BID DATE
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FILE NAME
SCALE
CHECKED BY
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JOB NUM
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ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
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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 andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon 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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CONSTRUCTIONDATE
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DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
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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.)
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(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
FUTURE LAND USE IS RESIDENTIAL.
ZONING IS RD-8000 RESIDENTIAL (SINGLE FAMILY DETACHED)
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'-6" TO 23'-6"
SET BACK:
EAST
15'-0" 15'-0"SOUTH
14'-7" 8'-8" TO 23'-8"WEST
25'-0" 44'-6"NORTH
EACH HOUSE WILL BE AROUND 1420 SQ.FT. WITH
PARKING :
3 BEDROOM WHICH REQUIRED 2 PARKING, WHICH HAS BEEN PROVIDED FRONT OF HOUSE UNIT #1 AND
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 BROWARDCOUNTY 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.
PROPOSED12"X12" COLUMN PROPOSED
5' WALL (SOLID)L 20' PANEL
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This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon 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.
PROPOSED 4 SINGLE FAMILY DETACHED
ONE STORY
SINGLE FAMILY HOME
ONE STORY
SINGLE FAMILY HOME
TWO STORY RENTAL APT.
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ACCESS EASEMENT
UNIT #1
( 1420 SQ.FT. UNIT #1)CL CL
SWALECENTER LINESWALECENTER LINE
ACCESS EASEMENT
TRAFFIC DIRECTION
TRAFFIC DIRECTION
LEGEND :
LIMIT OF
PROPOSED5' WALL
PROPOSED5' WALL
PROPOSED5' WALL
PROPOSED5' WALL
NOVEMBER 2019
011219
( (First FL.) 1570 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 OFLOT 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 PUBLICRECORDS 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.
UNIT #2 UNIT #3 UNIT #4
1 05/23/25
111
1
1
SITE DATA :
346 00 SF.
6130 SF.
100%
17.71%
GROSS AREA
TOTAL BUILDING (#1,2,3,4)
1275 SF. 3.68%DRIVEWAY (#1,2,3,4)
8262 SF. 23.88%ROAD & CURB
18,636 SF. 53.87%GREEN
346 00 SF. 100%NET AREA
15,964 SF. 46.13%TOTAL IMPERVIOUS
.AC
297 SF. 0.86%ENTRY & PATIO (#1,2,3,4)
4 SPACES FOR UNITS #2,3,4 (2 IN DRIVEWAY & 2 IN GARAGE)
EACH LOT WILL HAVE THEIR INDIVIDUAL CANS
FOR GARBAGE & RECYCLING 1
1
0.794
0.14
0.029
0.006
0.366
0.794
0.189
0.427
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CONSTRUCTIONDATE
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DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
PR
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9
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2
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This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
FL
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WC
LAV.
REF.
D.W.
RA
N
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SINK
WC
SCALE:1/4" = 1'-0"
0' 4' 8' 16'
FIRST FLOOR PLANPROPOSED
SCALE:1/4" = 1'-0"
0' 4' 8' 16'
SECOND FLOOR PLANPROPOSED
WASHERDRYER
WC
A.H.U.
W.H.
SHOWER
LIN
E
N
TUB
WC
LAV.
LAV.
SHOWER
KITCHEN12'-4"X13'-0"
BATH. #15'-0"X7'-6"
3'-0"X6'-6"
POWDER ROOM
LAUNDRY13'-0"X6'-0"
6'-8"X7'-6"
W.I.C.
BEDROOM #112'-0"X15'-6"
LIVING ROOM
23'-0"X18'-10"
FOYER7'-0"X17'-10"
2 CAR GARAGE19'-0"X20'-0"
5'-0'X6'-8"
W.I.C.
5'-0'X6'-8"
W.I.C.
BATH. #25'-0"X7'-6"7'-8"X7'-6"W.I.C.
BEDROOM #213'-0"X10'-0"
BEDROOM #311'-0"X12'-0"BEDROOM #411'-0"X12'-0"
BATH. #25'-4"X12'-0"
LOFT22'-0"X24'-4"
5'-4'X5'-4"BALCONY 5'-4'X5'-4"BALCONY
PATIO7'-0"X3'-0"
ENTRY7'-0"X3'-0"
DRIVEWAY17'-0"X19'-0"
6"
6"
6"
4"4"
F.F.E. 7.25' NAVD
A/C COND.
SPKLER
1 05/23/25 BUILDING
1 1
42" RAILING(TYP. ALL)
1190.00 SQ.FT.
AREA A/C
FIRST FLOOR
1463.12 SQ.FT.SECOND FLOOR
2653.12 SQ.FT.TOTAL A/C
380.00 SQ.FT.2 CAR GARAGE
3132.00 SQ.FT.TOTAL BUILDING
56.88 SQ.FT.BALCONY
21.00 SQ.FT.ENTRY
21.00 SQ.FT.PATIO
LICENSE
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A-3
SHEET
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
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010220
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(
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This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
LO
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FRONT ELEVATION
SCALE:1/4" = 1'-0"
0' 4' 8' 16'
REAR ELEVATION
SCALE:1/4" = 1'-0"
0' 4' 8' 16'
RIGHT ELEVATION
SCALE:1/4" = 1'-0"
0' 4' 8' 16'
LEFT ELEVATION
0' 4' 8' 16'
A/C COND.
A/C COND.A/C COND.
1
1 05/23/25 BUILDING
THIS IS LOWER WALLFOR GARAGE ROOF
42" RAILING(TYP. ALL)
LICENSE
**FLORIDA
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C-1
SHEET
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SECTION A-AN.T.S.
N.T.S.SECTION D-D
A B C
N.T.S.C
A
B
A B C
SECTION B-BN.T.S.
A A
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
AAEE
SECTION E-EN.T.S.SECTION F-FN.T.S.
G G
N.T.S.
F F FF
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NOTE :
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9
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2
2
4
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3
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This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
G
G
UNIT #2 UNIT #3 UNIT #4
UNIT #1
CL
EDGE OF PAVEMENT
EDGE OF PAVEMENT
N.R.O.W. LINE
NORTH PROPERTY LINE
S.R.O.W. LINE
SOUTH PROPERTY LINE
226
'
T
O
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X
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F
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H
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4:1
F.F.E. 7.25'NAVD 88 F.F.E. 7.25'NAVD 88
PROPOSED
12"X12" COLUMN@ 21' O.C.
(ALONG PROPERTY)
PROPOSED
4" @ 20' WALL(ALONG PROPERTY)
CONCRETE
PROPOSED12"X12" COLUMN
PROPOSED
4" @ 20' WALL
GROUND ELEV.
PROPOSED12"X12" COLUMN
PROPOSED
5' WALL (SOLID)L 20' PANEL
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
WALLS SHALL BE DESIGN TO MEET
AND OBTAIN THE PERMIT FROM BUILDING
DEPT., AND SHALL BE ABLE TO CONTAIN
THE 25-YEAR 3-DAY LOAD CAPACITY & BEWATERPROOF UP TO 25-YEARS 3-DAY EVENT ELEVATION. (6.47' NAVD "88")
(TYP. ALL)3-DAY EVENT ELEVATION. (6.47' NAVD)
WATERPROOF TO 25-YRWALLS SHALL
FBC 2023 8th Edition
TOP OF WALL ELEVATION10.00' NAVD "88"
TOP OF WALL ELEVATION
(10.00' NAVD "88")
PROPOSED5' WALL
PROPOSED12"X12" COLUMN
(TYP. ALL)3-DAY EVENT ELEVATION.(6.47' NAVD)
WATERPROOF TO 25-YRWALLS SHALL
TOP OF WALL ELEVATION
(10.00' NAVD "88")
PROPOSED5' WALL
PROPOSED12"X12" COLUMN
TOP OF WALL(6.47' NAVD "88")TOP OF WALL(6.47' NAVD "88")
4" WALLTOP OF WALL(6.47' NAVD "88")
4" WALLTOP OF WALL(6.47' NAVD "88")
CL CL
SWALECENTER LINE
SWALECENTER LINE
UTILITY EASEMENT
END OF WALLEND OF WALL
PROPOSED5' WALL
PROPOSED5' WALL
PROPOSED5' WALL
PROPOSED5' WALL
(TYP. ALL)3-DAY EVENT ELEVATION. (6.47' NAVD) WATERPROOF TO 25-YRWALLS SHALL
TOP OF WALL ELEVATION
(10.00' NAVD "88")
PROPOSED5' WALL
PROPOSED12"X12" COLUMN
1 05/23/25
1
1 1
LICENSE
**FLORIDA
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C-2
SHEET
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
WA
T
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S.W. 52nd STREET
S1
Crossing Details PR
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NOVEMBER 2019
011219
SCALE:0'-1" = 20'-0"
0' 20' 40' 80'
WATER & SEWER PLAN
CLEAN OUT
FLOW DIRECTION
LEGEND :
C / O
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This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
AB
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9
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)
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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 #2 UNIT #3 UNIT #4UNIT #1
484' TO EX. F.H.378' TO EX. F.H.
226
'
T
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X
.
F
.
H
.
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
PROPOSED
DOUBLE 58" WATER METER
PROPOSED
DOUBLE 58" WATER METER
1 05/23/25
1 1 1
LICENSE
**FLORIDA
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C-3
SHEET
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
PA
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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 DISTANCEPAVEMENT MARKING AND
4" DOUBLE SOLID YELLOW
24" WHITE STOP BAR,
PAVAMENT, MARKINGANDAND SIGNAGE NOTES
x ALL PAVEMENT, MARKING AND SIGNAGESHALL BE IN ACCORDANCE WITH THEMANUAL OF UNIFORM TRAFFIC CONTROLDEVICES.
x ALL PAVEMENT, MARKING SHALL BETHERMOPLASTIC AS PER BROWARD COUNTYTRAFFIC 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
SIG
N
A
G
E
P
L
A
N
&
EDGE OF PAVEMENT
EDGE OF PAVEMENT
- POSTED SPEED LIMIT SIGN IS30 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
SIG
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T
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PH
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(
9
5
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)
2
2
4
-
1
3
8
0
This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
UNIT #2 UNIT #3 UNIT #4UNIT #1 1 1 1
1 05/23/25
LICENSE
**FLORIDA
STA
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.
3
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:
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:
1
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-
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6
'
0
0
'
C-4
SHEET
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
FIR
E
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/
PR
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:
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44
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5
2
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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
226
'
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. REQUIREDFLOW FOR RESIDENTIAL BUILDING IS 1500GPM FOR 2 HOURS FLOW DURATION,
EXISTING FIRE HYDRANT & PROPOSED FIREHYDRANT WILL PROVIDE MUCH MORE THAN1500 GPM. (PLEASE SEE ATTACH REPORT FORFLOW TEST).
2. ALL THE PORTION OF AN EXTERIOR WALL OFTHE FIRST STORY OF THE BUILDING ISLOCATED NOT MORE THAN 150 ft FROM
DEPARTMENT ACCESS AS MEASURED BY ANAPPROVED ROUTE THE AROUND THEEXTERIOR OF BUILDING OR FACILITY, IN THEEVENT 150 ft REQUIREMENT NOT MEET FIRE
SPRINKLER SHALL BE INSTALL IN THEBUILDING.
3. PROPOSED FIRE HYDRANT LOCATED IN S.W. 52nd STREET WHICH IS ALMOST 200 ft. FROM HOUSE.
4. NO SPRINKLER SYSTEM BEEN PROPOSED FORBUILDING.
5. NO REDUCTION FOR FLOW CALCULATION.
ROAD SHALL BE DESIGN TO HOLD
ADD NOTE
32 TONS FIRE TRUCK
SEALGH
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This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
AB
A
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N
G
I
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E
E
R
I
N
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A
N
D
CO
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.
13
4
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0
S
W
3
6
t
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C
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F
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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
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CIR
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UNIT #2 UNIT #3 UNIT #4UNIT #1
1 05/23/25
1 1 1
LICENSE
**FLORIDA
STA
T
E
O
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NO.
4
1
9
5
5
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ER
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P
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SECTION A-A
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N.T.S.
C-5
SHEET
CONSTRUCTIONDATE
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 MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SIN
G
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F
A
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I
L
Y
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S
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S
44
3
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5
2
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B
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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
SEALGH
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1 08/02/23 ENGINEERING
This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies. CL
I
UNIT #2 UNIT #3 UNIT #4UNIT #1
2 05/23/25
2 2 2
LICENSE
**FLORIDA
STA
T
E
O
F
NO.
4
1
9
5
5
**
**
Dig
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a
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1
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'
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S
P
E
C
I
F
I
C
A
T
I
O
N
S
C-6
SHEET
CONSTRUCTIONDATE
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 MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SIN
G
L
E
F
A
M
I
L
Y
R
E
S
I
D
E
N
C
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S
44
3
2
S
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5
2
N
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S
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E
T
DA
N
I
A
B
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A
C
H
,
F
L
O
R
I
D
A
NOVEMBER 2019
011219
SEALGH
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4
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6
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F
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3
3
3
3
0
PH
O
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E
(
9
5
4
)
2
2
4
-
1
3
8
0
This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
LICENSE
**FLORIDA
STA
T
E
O
F
NO.
4
1
9
5
5
**
**
Dig
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'
3' UTILITY EASEMENT
UNIT #1
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
PROPOSEDWATER METER PROPOSEDWATER METER
FIRE HYDRANT
CL CL
LIGHT POLE #1 LIGHT POLE #2 LIGHT POLE #4LIGHT 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
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
SIT
E
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A
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S
C
A
P
E
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A
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PR
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S
44
3
2
S
W
5
2
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T
DA
N
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A
B
E
A
C
H
,
F
L
O
R
I
D
A
FEBRUARY 20
010220
SEALGH
A
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.
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9
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_
_
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_
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AB
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13
4
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0
S
W
3
6
t
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C
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DA
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I
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F
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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 andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
UNIT #2 UNIT #3 UNIT #4
1 05/23/25
1
LICENSE
**FLORIDA
STA
T
E
O
F
NO.
4
1
9
5
5
**
**
Dig
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a
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l
y
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n
e
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by
G
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6
.
3
0
15
:
1
4
:
2
6
-
0
6
'
0
0
'
LS-2 / 2
SHEET
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
S.B.
LO
T
L
A
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D
S
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A
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A
N
PR
O
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A
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A
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:
SIN
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S
44
3
2
S
W
5
2
N
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S
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E
T
DA
N
I
A
B
E
A
C
H
,
F
L
O
R
I
D
A
FEBRUARY 20
010220
SEALGH
A
S
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M
K
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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
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R
I
N
G
A
N
D
CO
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I
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C
.
13
4
2
0
S
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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 andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
UNIT #1
LIGHT POLE #1
1 05/23/25
LICENSE
**FLORIDA
STA
T
E
O
F
NO
.
4
1
9
5
5
**
**
Dig
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
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Da
t
e
:
20
2
5
.
0
6
.
3
0
15
:
1
4
:
5
5
-
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
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
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
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This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
MITIGATION PLANSITE LANDSCAPE
MIT
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-INVASIVECANOPY
SPECIMENTREE 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
1814.75300 = 6.050 SAY 7X225= 1,575
SECTION OF CODE APPLICABLE TO THE PROJECTSEC 275-170 (B) SCREENING SHRUBS
SEC 825-100 (A)(5) 1.5(150%) CANOPY MITIGATION MULTIPLIER FOR NON-INVASIVESEC 825-100 (A)(6) 0.25(25%) CANOPY MITIGATION MULTIPLIER FOR CAT I INVASIVESEC 825-100 (A)(7) CANOPY MITIGATION REQUIREDSEC 875-90275-80 (H), 275-90, 275-160, 275-170, 275-60 & 275-190 (D-G)
3' UTILITY EASEMENT
UNIT #1
S.W. 52nd STREET
NO PARKING SIGN NO PARKING SIGN
PROPOSEDWATER METER PROPOSEDWATER METER
FIRE HYDRANT
CL CL
LIGHT POLE #2 LIGHT POLE #4
LIGHT POLE #3
LIGHT POLE #5
LIGHT POLE #6
UNIT #2 UNIT #3 UNIT #4
LIGHT POLE #1
1 05/23/25
1
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TYPICAL LIGHT POLE FOUNDATION
0'
PHOTOMETRIC PLAN
10' 20'
SCALE:0'-1" = 10'-0"40'
PH-1
SHEET
CONSTRUCTIONDATE
BID DATE
DATE
FILE NAME
SCALE
CHECKED BY
DRAWN BY
JOB NUM
NO.DATE DESCRIPTION
REVISION
ALL DRAWINGS AND WRITTEN MATERIALSAPPEARING HEREIN CONSTITUTE THE ORIGINALAND UNPUBLISHED WORK IF A.E.C. INC. ANDMAY NOT BE DUPLICATED, USED, ORDISCLOSED WITHOUT THE EXPRESS WRITTENCONSENT OF A.A.C. INC. ( C) 2003
THE ENGINEER HAS PREPARED PLANS,CALCULATIONS AND SPECIFICATIONS TO THEBEST OF HIS ABILITIES IN COMPLIANCE WHITTHE FLORIDA BUILDING CODE 104.1.5.2004
G.K.
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This item has been digitally signed andsealed by GHASEM KHAVANIN on the dateadjacent to the seal. Printed copies of thisdocument are not considered signed andsealed and the signature must be verifiedon any electronic copies.
AB
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1 05/23/25
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