HomeMy Public PortalAbout19-06Town of Gulf Stream Pre -Application Checklist: Level 11
Owner's Name
W r if 0 Address: 3 2 O �' '` •
PART 1. APPLICATION REQUIREMENTS
To be completed by Town Staff during pre -application conference.
A. Review and Approval Processes 1 UL 01 2019
�0wn of
1. N. Ocean Overlay Permit
Land Clearing Permit
3. Annexation Review
4. Comprehensive Plan Text Amendment Review
demolition Permit
6. Future Land Use Map Change Review
7. Appeal
8. Zoning code Text Amendment Review
9. Sign Review �utf Stream
10 Site Plan Review Level II F(
tS. AppllGailOn
IYRACI I01A
11.
Site Plan Revision
12.
Special Exception Review
13.
Subdivision Review
14.
Variance Review
15.
Rezoning Review
16.
(Other)
tS. AppllGailOn
IYRACI I01A
NUMBER
OF COPIES
APPLICATION MATERIAL
REQUIRED
/
✓ 1
1. Completed Development Application
V
2. Fee of e, v
12 '
3. Generation Location Ma on site Plan
2
4. Site Plan 2 full size, 10 reduced to 11 x17`
12
5. Building Elevations 2 full size, 10 reduced"
12
6. Floor Plans 2 full size, 10 reduced'
12
7. Roof Plans 2 full size, 10 reduced`
8. Perspective and/or Color rendering
1
Recommended for meeting)
9. Drainage Plan if site is altered
I/
1
1
10. Landscape Plan (2 full size, 10 reduced")
10a. Certification that Landscape Plan conforms to GS
Code Section 66-1 "Open Front Lawn". See definition
11. Se tic Tank Permit
12. DOT Driveway Permit (if on A1A, for any
alterations to drive
13. DOT Landscape Permit A1A
✓ 1�"'
14. Survey 11" x 17"
15. Subdivision Plat
16. Concurrency Documents
1
17. Proof of Ownership warrant deed
1
18. Agent Affidavit
;n:
19. List of Adjacent Pro ert wners
velo e '
1
20. Property owners within /300' (stamped addressed
envelopes, no return a dress
21. Property Owners Affidavit
1 Set
1
22. Photos of Existing Home if applicable)
23. Construction Traffic Management Plan: Prior to Permit
✓
124.
Damage Bond: Prior to Permit
"NOTE: Where multiple copies OT a drawing are reyuiiuu, LW%J %,WF- -
size (24" x 36") drawing which is signed and sealed. All other copies shall be reduced to 11" x
17". Please refer to the instruction for more detailed information.
X:\DEPUTY SHARE D\Forms\Bldg & Occ Reg Dept Forms\Level 2 Pre-Appl. Cklst..doc Page 1
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
SCOTT W. MORGAN, Mayor
THOMAS M. STANLEY, Vice -Mayor
PAUL A. LYONS, JR.
JOAN K. ORTHWEIN
DONNA S. WHITE
July 25, 2019
Mr. & Mrs. Richard Wilson
201 Lakeview Drive
Gulf Stream, Florida 33483
Dear Mr. & Mrs. Wilson:
Telephone
(561)276-5116
Fax
(561)737-0188
Town Manager
GREGORY L.DUNHAM
Town Clerk
RITA L. TAYLOR
Re: 3420 Gulf Stream Road
This is to confirm that at the Public Hearing held by the Architectural
Review and Planning Board on July 25, 2019, your application for a Level
2 Architectural/Site Plan Review to permit the demolition of all
structures on the property along with the removal of three palm trees
and a dead stump, installation of some new hedge, a 4'x5' aluminum gate
in the center of the south property line, a new irrigation system
and sod was considered.
The application was approved as requested with the condition that any
minor modifications in the approved landscaping shall be submitted
to the Town Manager for review and approval and any major modification
shall be brought back to the ARPB for review and approval prior to
commencement of landscaping.
This approval shall expire on July 25, 2020 if the proper permit
applications, including the aforementioned improvements, have not been
applied for.
Very truly yours,
ie'q—
Rita L. Taylor
Town Clerk
CC: Gary Eliopoulos
Dan Carter
100 SEA ROAD, GULF STREAM, FLORIDA 33483
TOWN OF GULF STREAM
ARCHITECTURAL REVIEW AND PLANNING BOARD REPORT
Application #: 019-06
Address: 3429 Gulf Stream Road
Proposed Improvement:
Approvals Requested:
Owner: Mr. & Mrs. Richard Wilson
Agent: Gary Eliopoulos, GE Architecture, INC.
Trim, treat, and shape existing hedge, remove dead
stump and vines, trim existing trees. Demolish all
structures on the site including the pool. Approve a
Level 2 Architectural/ Site Plan Review to approve the
land clearing and demolition permits, the installation
of a 4'x5' aluminum gate in the center of the south
property line and to sod, landscape and irrigate the
entire property.
Land Clearing Permit: Approve Land Clearing Permit to trim, treat and shape
existing hedge, remove dead stump and vines, and to
trim existing trees.
Demolition Permit: Approve Demolition Permit to remove two-story single
family dwelling, swimming pool and all structures on
the property.
Level II Architectural/Site Plan
Review: Approve Level 2 Architectural/ Site Plan Review to
permit the land clearing and demolition permits, the
installation of a 4'x5' aluminum gate in the center of
the south property line and to sod, landscape and
irrigate the entire property.
Gross Lot size: NA
Proposed Total Floor Area: NA
Zoning District: RS -C, Gulf Stream
Core District
Issues Considered During Review:
Court Area: NA
Allowable: NA
First Floor Top of Beam: NA
Section 66-141: Architectural Site Plan Review - Levels 1, 2 and 3 (removal of trees over 8 inches
in caliper)
Section 66-144 Standards: Regarding Level I1 architectural/ site plan review
Section 70-4 How to use this manual: Regarding Design Standards
Section 70-28 Gulf Stream Core District: Regarding Purposes, Permitted Uses
Section 70-146 General Landscape Standards: Regarding Purposes, Permitted Uses
Motions:
Motion to approve a land clearing permit to trim, treat and shape existing hedge, remove dead
stump and vines, and to trim existing trees.
ARPB File # 19-06
ARPB: July 25, 2019
Page 2
Motion to approve a demolition permit to remove a two-story single-family dwelling, swimming
pool and all structures on the property.
Motion to approve a Level II Architectural/ Site Plan Review to permit the land clearing and
demolition permits, the installation of a 4'x5' aluminum gate in the center of the south property
line and to sod, landscape and irrigate the entire lot with the following conditions:
1. Any minor modifications in the approved landscaping shall be submitted to the
Town Manager for review and approval and any major modification shall be
brought back to the ARPB for review and approval, prior to commencement of
landscaping.
ARPB Date: July 25, 2019
Action:
Land Clearing Permit: Trim Almond tree & remove 3 palms. Trim hedges &
plant new hedge across front (5-0)
Demolition Permit: Demolish all structures on property. (5-0)
Level II Architectural/ Site Plan Review: Approve Level 2 as requested with
the condition as written above. (5-0)
o► RECEIVED
JOIL _1 2019
Town of Gulf Stream I Own nt GW1f, �k
TOWN OF GULF STREAM, FLORIDA
APPLICATION FOR DEVELOPMENT APPROVAL
This form is to be used for all development review applications to be heard by the Town of Gulf Stream
Architectural Review and Planning Board, Board of Adjustment and/or Town Commission. To complete the
form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for
Development Review Form. Failure to complete this form properly will delay its consideration. J
ARPB File #____
PART 11. GENERAL INFORMATION
To be completed by all applicants.
A. Project Information
I.A.1. ProjectlOwner Name:
17
I.A.2. Project Address: 0 4W6F 6i59F,4YM
I.A.3. Project Property Legal Description: ZD7-1 44 /I
/''"n f' �'}irt ,G � , 4 S /�rv"& l� PGS t�pJc..'b, 17E13 DF 7 �
I.A.4. Project Description (describe in detail, including # of stories, etc.)
,G�I�STi�►lh 1»�tt a�,1T/�i✓ ��' �iN� � :�� 37.Q,�G?'�rt� � /G� �
DFbrL 1tt �
I.A.5. Square Footage of New Structure or Addition: A/4
Architectural style: /V/-4
I.A.6. Check all that apply: Architectural/Site Plan Review North Ocean Boulevard Overlay (complete
section 8) Demolition of Structures (g2mplete section C) Land Clearing (complete section D)
Special Exception complete section E) Variance (complete section G) Non-residential uses
(complete Section F) /
I.A.7. Proposed F.F.E: IV! 74 Type of Foundation: ltl/'�
B. Owner Information
v7DI " 4Q WC- idr 116F 57,_,r,433'7�-/Y3
I.B.I. Owner Addres
I.8.2. Owner Phone
I.B.3. Owner Signatt
C. Agent Information
I.C.1. Agent Name and Firm Name:
I.C.2. Agents ess: : f
I.C.3.ent Phone Number (0)
I.C.4. Agent Signature:
Use
App Date:
Com Date:
Decision:
A 5UP101
F
.30.3 1),--
ARPB Date:
Recommendation:
TC Date:
X6E /4Z.
F 33�/'
Fax
Application for Development Approval, Form ADA.32000 Page 2
September 2004
Town of Gulf Stream
PART III. PROJECT DESCRIPTION AND JUSTIFICATION
To be completed by all applicants after pre -application conference with Town Staff. Please be concise but
brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete
question number for each response.
A. Project Description and Justification
III.A.1. In what zoning district is the project site located? /ZS_�_
III.A.2. Is the project compatible with the intent of the zoning district ? Yes No
Explain: i/�l(r
jam' 4T
III.A.3. Is the project consistent' h the Future Land Use Map and goals, objectives and policies of the
Comprehensive Plan? Qe) No
Explain: Af�� &IAJ 6— 7igc"'
I I I.A.4
�v47
How are ingress and egress to the property to be provided?
A Y_621 /�1LC�C/lV%J %/tom
T/-'
/.-US 1 -'//LL
How are the following utilities being provided to the property?,411
Stormwater Dr,
Sanitary Sewei
Potable water
Irrigation Wate
Mnnfrinity _
Telephone
rrnc
Cable Television
III.A.6. If the project involves the erection of one or more structures, please describe how the structures are
consistent with the criteria in Section 66-144 of the Town of Gulf Stream Code. (Attach additional
sheet if necessary.)
PART IV. ADDITIONAL INFORMATION
Section A is to be completed by all applicants after pre -application conference with Town staff. Answering
"Yes" to any question in Section A requires the completion of additional Sections as indicated.
A. Additional Approvals/Requirements
IV.A.1. Does the project involveI nd area within fifty feet (50') of the Al A (North Ocean Boulevard)
right-of-way? Yes No (If "Yes", Section B of this part must be completed.)
IV.A.2. Does the project involve the demolition of one or more structures?Yes No
(If "Yes", Section C of this part must be completed.)
IV.A.3. Does the project involve the clearing or the filling of any portion oJ an existing vacant lot or more than
fifty percent (50%) of the landscape area of a developed lot?Yes No
(If "Yes", Section D of this part must be completed.)
IV.A.4. Does the project require approval of a Special Exception? 'Yes) No
(If "Yes", Section E of this part must be completed.)
IV.A.S. Is the proiemt at variance with any regulations contained in the Zoning Code?
Yes No (If "Yes", Section G of this part must be completed.)
Application for Development Approval, Form ADA.32000 Page 3
September 2004
Town of Gulf Stream
B. Projects Requiring North Ocean Boulevard Overlay Permit
IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what
extent?
IV.B.2. Describe the need and justification for the disturbance/addition:
IV.B.3. Will the disturbance/addition destroy or seriously impair visual relationships among buildings,
landscape features and open space, or introduce incompatible landscape features or plant material
that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District?
Yes No
Explain: _
IV.B.4. How is the design consistent with the A1A Landscape Enhancement Project?
IV.B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual
and aesthetic quality of the North Ocean Boulevard Overlay District:
NIA
C. Projects Requiring a Demolition Permit
MCA. When are the existing structures to be demolished? .�s S`� %g•
IV.C.2. When are the proposed structures to be constructed? %�lN� /aT T/S%�
IV.C.3. What is the landmark status of the structures to be demolished? /(Oh�✓E� G.i'/ 5 j
D. Projects Requiring a Land Clearing Permit
IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard
Overlay District: — T1,Adl 14L AN D NP TT?EE 64,4
IV.D.2. Describe the need and justification for the removal/relocation: A1/4
IV.D.3. How is the removal from the project site of vegetation to be mitigated: I%)4
IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the
land clearing and constriction activities and thereafter?
,0114A/ 1 t 6A1,W
IV.D.5. What replacement materials are proposed?
AEU &AA<osCA& pCRA�' f P2 L.DGA77DA/
Application for Development Approval, Form ADA.32000 Page 4
September 2004
PAIR OF
DECORATIVE
ALUMINUM GATES
W/ E.S.P. POWDER
COAT FINISH -
COLOR WHITE.
FRONT ELEVATION
4'x 4' DECORATIVE
ALUM. POST - W/ E.S.P.
POWDER COST FINISH
TO MATCH GATES.
GATES TO HAVE
SELF-CLOSING=
LATCHING LOCKING
HARDWARE - (MIN. 48' HT.)
W/ LATCH LOCATED
A MIN. OF 54' HT.
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(BEE GENERAL NOTES)
4. ALL AREA CALCULATIONS ARE APPROX
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AID TIRE WAS REVIEWED OR SEARCH OF 77-E P.BUC
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PAGE Q P.BJC RECORDS OF PALM BFAOH CaAfTY,
FLORDA
CER77FIED TO.
3420 O.LF 571FA.M LLC, A FLORDA UMTFD UABLITY COLPANY
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FP.L.CO. = FLORDA FKIWER & LIGHT COLPANY
+232 = ELEVATION BASED ON NORTH
AA.fRCAN VERTICAL DATLM 1988. SOLKE
7-AET GPS TETWOPK'
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CO.MNTY PAAEL A0. 125X79
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ALL DKEWCNS SLVWN BASED ON STAAEARO
US FOOT
THS SLRVEY MEETS 77-E CLOSURE CF 1 FOOT
PER 10,000 FEET AS REIX.CTlED FOR CaWAR RAL
HCP' 95K PROPERTY
774S SLRVEY HAS ACIEVED A WaW LEVEL
OF CLOSLIr OF 1 FOOT /N x7,000 FEET AS
2=CXTd"D FOR CVM,€ROAL/H0i R'SY
FRO'ERTY CLOSLRf Al AGYEVED BASED ON
A REDINDAAOY OF MEASLREME FTS FOR VER77CAL
HORZONTAL AAD AAVJ- R O1.£NSION4
AID TIRE WAS REVIEWED OR SEARCH OF 77-E P.BUC
RECOR)S WAS MALE IN REGARD TO EASEh THAT
MAY AFFECT SLB.ECT PARCEL
AO SUBSURFACE SEARCH WAS MADE FOR V77LI77ES OR
LADERGROLW FOOTERS
1i JFY4_.T,770b!9
LOT t EtLOOK t PAT N0. 1 P0.' O FIELD$ ACCORDAG
TO TFE FLAT 77-EFEDF AS R—C9M IN PLAT BOOK 26,
PAGE Q P.BJC RECORDS OF PALM BFAOH CaAfTY,
FLORDA
CER77FIED TO.
3420 O.LF 571FA.M LLC, A FLORDA UMTFD UABLITY COLPANY
L1577CK & KRALL, P.A.
OLD REPLB'_1C NA 770N4L TITLE PGOWICE COWANY
PAIX2A BEW41W LEWA& LLP
MAP OF AS -BUILT SURVEY
SITE ADDRESS 3420 atFSTREAM ROAD,
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PARCEL CONTROL M7.20 -43-46-03-03-001-00X7
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BACKFILL AFTER
INSTALLATION OF
LET FILTER
INLET FILTER INSTALLATION
WTHWT FRAME AND GRAZE
WRE SUPPORT - MOUID 6Xfi'. 5/5 GA. 49 0/100 S0. FT.
WELD WRE SUPPORT. EXTEND 6' IN
AT SIDES
NOT TO SCALE
NOTES:
1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM
2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING.
FABRIC
GRATE
A SEDIMENT TRAP WILL BE EXCAVATED BEH NO THE CURB AT THE INLET. THE BASIN
SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN WDTH.
AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB.
STORM WATER WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJACENT TO EACH
SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT LEAST 12 INCHES IN
LENGTH. STORM WATER MAY ALSO REACH THE BASIN NA OVERLAND FLOW LAND AREA
BEHIND THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS
REMOVED.
1. THE VITEN W EROSION C. . MFASXES 91DICATED MRNiR- qR
0.N15
is TO PROWDE A BANBFR TO CAPTAIN S.T AxD SIDIMDVT ON THE
PROJECT 91E MINS BFAESENTATIM IS PROWDED - THE =WNIENO: OF
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lO BE DETERMNED BY MIEl . TO TIE REEHLL9NT SET fORRI ON THE
MANN R NN SIPEOFICATOIS WT BY MEETING 11E REOIUlMNS SET
fORTI BY 11E W1HOBtt NAVNc AURSNrnCH OWR WAIFN WAUTY OCHT10.
AND QMFA S11WEl1TATI FE51RIXTI REOJIRMMNTS N THE REMIX
2 APFFOWD ETROSOR AND SFDRQIT COIIiRO MEASOES SXAL1 BE INSTALLED
PRIOR TO MY G(EALNRG GRADING, E VATOL FiLLNG, OI OTHER RNID
OSNINALNY -TIES. EXCEPT THM OPERATORS N TO pVT
SUCH NFJSIIES
s. NsFT.. ff AUL EltOSOR CCHIR0. MEAsUE5 WAIL BE OCHDUCIED MFIQY,
OR AFTER EACH RAINFALL EVENT. RMA& w0/OR FENADDisNT M WM
MEASURES SMALL BE MADE PRWPtt, AB HEEDED.
4 NEEP OUST NTW TODRANE - BY SPNNONC CH 011EN ACOPTANE
MEAIIS
s, ADO -A, EROSION w0 SDMENT Go _ MEASURES MAY BE REWGED
F DEEMED NE635NIY BY ONSITE NSPEGTIOR.
E FALDIE TO RROPDLY INSTALL AND YANTAN EAO30H OTRT10. P TKES
SRALL 1E.AET M WNST4I - BDNG HALTED.
7. DRNNAFE RA£15 SHALL BE PROTECTED BY FILTER MO GRADED ROM( AS PEA
NIST PROIECIION OTAB.
6 ANY ADO55 ROUTES TO SE SHALL BE BASED MTH MINED STORE MERE
PRAGTI
9. EROSION ONTMOL MEASURES ARE TO BE MAINTAINED UNTIL PEINAIENT
QiORID GOWR rs ESTABLISHED.
16 THETEWA FEASNE NATURAL YEQ:TATKN SHALL BE RETNNED AND PFOECTED.
11. ALL WON IS TO BE IN O3MF UANRE NIH THE ROES AND FEMLATONS SET
FORTH BY THE STATE OF FLOROA DEPAATMMIT W-i-LENTw PROEC1101
AND 'NE Ott W DFJAAY BEACH,
IZ DISOHARGE FROM DEWATERING OPERATORS STALL BE RETAINED ONSITE N A
CCHTALOIENT AREA
STEEL
EXTRA STRENGTH FILTER FABRIC WOOD
NEEDED WTHOUT WRE MESH SUPPORT -
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6 -INCH (MAX)
MESH WRE SCREEN YMIC1 HAS
BEEN FASTENED TO THE POSTS
j� FLOW
FLOW
WRE SUPPORT FENCE
f WRE SUPPORT FENCE
NOTES
1. THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES (90 CM)
2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL WT TO THE LENGTH
OF THE BARRIER TO AVOID THE USE OF JOINTS.
3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION
AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA
STRENGTH FABRIC IS USED WTHWT THE WRE SUPPORT FENCE, POST SPACING SHALL NOT
EXCEED 8 FEET (1.6 M).
4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WOE AND 4 INCHES
(10 CM) DEEP ALONG THE UNE OF POSTS AND UP30PE FROM THE BARRIER.
5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WRE MESH SUPPORT FENCE SHALL
BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEA W DUTY WRE
STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE WIRES, OR HOG RINGS. THE WRE SHALL
EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND MORE
THAN 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE
6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE,
AND 8 INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE
FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL
GROUND SURFACE.
7. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC.
B. ALL PROJECTS REWIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP).
9. ALL PROJECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (NOI) TO FDEP
FENCE POST --
(WOOD OR STEEL)
FABRIC i
b
N
RUNOFF
4'
DIG 4' WDE & 4' DEEP
TRENCH, BURY BOTTOM
e' OF FABRIC. AND
ANCHOR W/COMPACTED
BACKFILL MATERIAL
SILT FENCE SECTION
NOT TO SCALE
PLACE MALE END POST
OF THE SECOND FENCE
INSIDE THE ENO POST
OF THE FIRST FENCE
ROTATE BOTH POSTS AT
LEAST 180 DEGREES IN A
CLOCKWSE DIRECTION TO
CREATE A TIGHT SEAL
WITH THE FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
( ( DRIVE BOTH POSTS ABOUT
18 INCHES INTO THE
GROUND AND BURY FLAP
I:\�I_[N:II�[El�1Li�71�i?L`[9�F9
EROSION CONTROL NOTES DETAIL D9.1 SILT FENCE INSTALLATION DETAIL D 9.1a SILT FENCE INSTALLATION DETAIL D 9.1b
INLET FILTER DETAIL D 8.1 Sheet 1 of 2 Sheet 2 of 2
A + r
PROPERTY BERM I I
(TYP.) SEE DETAIL / / 50' MIN.
m_ A THIS SHEET47'4-
- �I
,2R5-�-kTE� tis-�ii1r NNN� Mt_ iil5�iili NNS iib-�}l15 NNN� NN�ii15-�ii5
.. .. ..
gr I EXIST. TO-
-BE DEMOLISHED
> EXIST. TOII L L -
I 3B I AGGREGATE
BE DEMOLISHED 40�
�j` - A I j CITY / PUBLIC ROAD
I r------ I i TE INLET
I I I PRO
ECT (TYP) NOTE:
/ A CONSTRUCTION ENTRANCE SHALL BE
q I CONSTRUCTED AND CONTAIN AN AGGREGATE
/ I I
EXIST. DRIVEWAY LAYER (FOOT AGGREGATE NOA), AT LEAST
TO BE DEMOLISHED I 6 -INCHES THINK IT MUST EXTEND TO THE
CONSTRUCTION ENTRANCE MOTH OF THE VEHICULAR INGRESS AND
LOCATI N TO BE DETERMINED EGRESS AREA
h J BY C NTRACTOR AS NEEDED STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C
I-
¢ DEMOLITION NOTES:
1 1 1 EXIST. 1 & 2 STORY I F - / I I O 1 1. THE CONTRACTOR HALL COORDINATE THE REMOVAL OF ALL EXISTING ON-SITE UTILITIES NTH
RESIDENCE o' i THE UT1UTY PROVIDERS PRIOR TO REMOVAL OF ANY UTILTIIES.
+4.0 1 1 ' 1 TO BE DEMOLISHED o
�Tl
2. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL EXISNG ON-SITE
MQ IMPROVEMENTS IN ACCORDANCE HATH ALL APPLICABLEREGULATORY AGENCY REQUIREMENTS. NO
i �I' �, DEBRIS SHALL BE BURIED ON-SITE.
y \ i
+I 3. THE CONTRACTOR SHALL PLUG/CAP ALL EXISTING WATER AND SEWER SERVICES NOT TO REMAIN
+41 LL AT THE MAIN AND REMOVE ALL ABANDONED LINES.
EXIST. TOI I I I
/ 1 H 4. THE CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ALL EXISTING PRIVATE DRAINAGE.
BE DEMOLISHED \ / I NOTE: UPON COMPLETION (7 NO EXISTING DRAINAGE SHALL REMAIN UNDERGROUND, INCLUDING, BUT NOT LIMITED TO, ANY
OF SITE DEMOLITION; 1 \ EXISTING EXFILTRATION TRENCH, STORM PIPE, OR CATCH BASINS.
l _ I PROPERTY TO BE STABILIZED I-- I '
\ / W/ SOD & IRRIGATED o 5. hH
E CONTRACTOR ALL REMOVE AND PROPERLY DISPOSE OF ALL EXISTING PAVEMENT AND BASE
TEMP. SILT 1 I TEM SILT MATERIALS. EXISTING BASE MATERIALS MAY BE RECYCLED ON-SITE AS SUBGRADE STABILIZER
+lFEN ING QTYP.) BUT SHALL NOT BE REUTILIZED AS A PAVING BASE MATERIAL. ;O FENCING (TYP.) i I I 6. THE CONTRACTOR HALL OBTAIN ALL REQUIRED DEMOLITION PERMITS.
EXIST. DR4_4IVE
+39 1 u 1 _ �TO BE DEMO . 9 I 7 MAINTAIN DURING, ANYY DEMOLITION WORK.ALL PROVIDE DUST SEE DETAILS THIS MEASURES PRIOR TO, AND
3.B+L----- I F I
�- � - I- � _ _ - _- I B. TRENCH RESTORATION ASSOCIATED WITH DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH
�- - - - - �; I TIME TRENCH RESTORATION DETAILS INCLUDED ON SHEET 3.
IX i J L J! ----- --------
EXISTING TO 9. THE CONTRACTOR HAIL BE RESPONSIBLE TO ENSURE ANY CONTAMINATED SOILS, AS DESIGNATED
BE DEMOLISHED ,�, -- ------ BY OTHERS, ARE HANDLED AS REQUIRED BY REGULATORY AGENCIES. NO WORK SHALL BE
-- ---- PERFORMED IN THESE AREAS WITHOUT PRIOR APPROVAL FROM REGULATORY AGENCIES.
ti
SILT B»SILT f®-SLTMMM'_LT -SILT-®SILT®SIL#51LTez9T-N®-SET �•SItA J
•-------_ A 1
3 M zn sac �( ALL R4MAX
TOP OF BERM 12`
NNN� $1 NNNNI 4LT LT SILT NNNNB SILT NNNNE SILT NNNNB SILT NNS SILT U
+4.t Nj ABOVE EXIST. GRADE
PROPERTY BERM EXIST. SEPTIC TANK TO I EXIST.RECEIVE® A
(TYP.) SEE DETAIL A BE PUMPED, FILLED WITH I MATCH EXIST EPREO\PERTY
THIS SHET SAND, COVERED AND m 3.20 - 4.0ABANDONED IN PLACES ILS Eg�I7 PER 64E-6.011 = Tr+3.8 +37 EXIFL❑❑ RENCE +til n( 4: ,5 �.��� 1- 201
SLOPE
SCALE: 1'F = 10'
CALL 46 HOURS BEFORE YOU DIG. o A YP. RM SECTION -5-; 4' 20
IT'S THE LAW NUI m L 5 1s
1-800-432-4770 Know what's below. COPYRIGHT
5 PROVIDED FOR MFORRODESIGN �MATONAL IFURRPOSES ONLY.
UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
SUNSHINE STATE ONE CALL OF FLORIDA, INC. Call before you dig. ENGINEER REPRESENTING ENVIRODESIGN ASSOMATES, INC,
REVISIONS BY
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MATERIAL SCHEDULE
QTY KEY BOTANICAUCOMMON NAME
50 CG -7 Clusia gutlffera/Dwf. Clusia
Planting soils, see details & specifications
Mulch, see details & specifications
Sod, Solid St. Augustine, "Palmetto
SIZE
3.5-4 x X@30"oc.
GENERAL LANDSCAPE NOTES:
1. All plant malenal shall be Ft, :1, or better, as per the latest addition of F1, Grades & standards. All "specimen' quality
materials shall be F. Fancy, and shag be pre -approved by the Landscape Architect'
2. An plant materials shag be true to name & size, as per Fl, Grades & Standards. Plant materials which do not meet, or
exceed these standards wn not be accepted.
3. Quantities, sizes, and locations of plants will be determined by the plan and material schedule. Sizes of the specified
plants shall take precedence over the container size. Spacing of the ground covers will be determined by the material
schedule. Quantities shown on the material schedule are to be used as a guideline. The landscape contractor shall be
responsible for the actual quantities shown on the plan. The plans will take precedence over the material schedule.
Discrepancies shall be brought to the attention of the Landscape Architect prior to commencing.
4. No substitutions shall be accepted without the Landscape Architect's written approval. All substitution requests shag be
made in writing.
5. Planting soils shag be dean, sterile, and free of debris. Soil shall consist of 40% Fl. muck gra 60% existing native soils.
mixed thoroughly together, dean sand Tree's shall be installed with a minimum of 5" on sides & bottom of root bans.
Shrubs, plants & ground covers shall be installed with a minimum of 6" on sides & bottom of root balls. Rooted cuttings shall
be installed wrath a minimum of 4" of planting soils vrorked into the top 6" of the existing soils. Sabal palms and Phoenix
specie shall be installed with a dean well drained sand.
6. Ulgorganite.. or equal, fertilizer shall be applied to all plantings, per manufactures recommendations. In addition,
"Agriform" tablets (20-10-5) shall also be applied to all plants 1 gal.,and above, per manufactures recommendations.
7. Ag tree's & palms shall be mulched with a 3ft diameter circle. 3" minimum depth. All planting beds shall receive 3"
finished depth, mulch upon completion of planting process. Mulch shall be "Pine Needle", or approved equal. NO
CYPRESS MULCH SHALL BE UTILIZED ON THE PROJECT.
8. All plants shall be planted at soil levels which they were previously grown. Shrubs and hedges are to be planted 2fl. away
from any wall, or structures. Materials with a six greater than overhangs shall be planted so as not to impede the natuml
growth habit of the plant.
9. An materials are to be watered -in Immediately after planting, so as to remove all air pockets. 819 materials are to be
hand -watered for a minimum of 1 week after installation, and there -after as required. Contractor shall advise the owner of
any additional hand -watering requirements.
10. All tree's Oft., or larger, are to be staked, or guyed, to provide ample support such that materials remain straight & true In
an up -right position through the guarantee period. Staking & guying shall be performed at the option of the landscape
contractor, except where required by code. However, the landscape contractor shall be responsible for an tree's & palms
remaining straight & true thmugh the guarantee period. In the event that a material shifts after It has been properly staked,
or guyed, the landscape contractor shag not be held responsible.
11. All sod shall be "Floratam", unless otherwise specified. Sod shall be dense, green, well -rooted, and free of debris,
weeds, disease, or Insects. A complete 6-6-6 fertilizer shall be applied at a rate of 10lbs. per 1,000sq.ft.. Sod is to be
watered to a depth of 3" Immediately after installation. Grades are to be raked smooth, and all debris removed, prior to
Installation.
12. Ali tree's, plants & ground -covers shall be guaranteed for a period of 120 days, and all palms are for a period of one
year, after the date of substantial completion. Phoenix canariensis & dactylifera palms are to be maintained, per
growers/suppliers recommendations, by a qualified person, or firm. Said maintenance program shall be the responsibility of
the owner.
13. The landscape invoice will be deemed as rejection of the plant materials. The landscape contactor shall remove any, or
all of the rejected materials from the site as their discretion.
14. The removal of 'base rock" is not included In the landscape contract.
15. All grades are to be within 2" of finished grades, prior to the landscape contractor commencing work.
NOTES:
1. All Trees. Shrubs & Plants used on this site shall conform to the requirements of"Low watering needs'
materials as specified In rhe South Florida Water Management District's 'Wale rvnse" publication.
2. An proposed utility structures shag be planted on three sides with "Wates ise" Cocoplum hedges
3.All landscape areas con(aning trees and vegetation shag be first filled with city hspecled dean All soil.
4. Clean lig. All planted areas on the site shag first be filled with dean fill to a depth or one foot from the surface along the
entire length of the green space, Island, or landscape buffer.
5.1nspection, The city shall inspect all dean fill, Irrigation systems and landscape Improvements poor to Installation.
NOTE: All Landscape With -in Sight Triangles
j Shall Provide Unobstructed Cross -visibility At A
4 Horizontal Level Between 30 Inches And S Feet,
Including Trunks From Pavement.
1
NOTE: Save all trzes up W 7 cel. Z per h.., Guy a1 bees htper Man 7raL
R.-0 hudap eam top of roti hag. ftemew es mn.bkdegardeatle m.tuiai.
vch as x�ra_ fuv,e, etc. cn roaflag
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4 a a601b aE WTyllEp M AttgtD.WCE Wlii weal6A:NFER
TYPICAL TREE WITH ROOT BARRIER LD 1.1
Any Trees or shrubs placed within water, sewer or drainage
easements shall conform to Details LD, 1.1 requirements.
RB: Denotes Root Barrier
REVISIONS BY
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TYPICAL TREE WITH ROOT BARRIER LD 1.1
Any Trees or shrubs placed within water, sewer or drainage
easements shall conform to Details LD, 1.1 requirements.
RB: Denotes Root Barrier
REVISIONS BY
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IRRIGATION LEGEND
Q 0 Rain bird 6 & 12 Pop-up 1800 Series w/PCP pattern as shown
Rain bird Adjustable Rotary 3500 Series pattern as shown
- Rain Bird PVB Valve
0 Rain bird Controller ESP Series/ Mini Click Rain Sensor
L� Water Source: City Water Meter
NOTE: Main Line (Typ.) & valve locations are shown for graphic clarity only.
All Main Line (Typ.)s & valves are to be located vothin landscape area's on-site.
IRRIGATION NOTES:
Notes:
Automatic Irrigation System
Water demand/ zone
Pressure required (refer to plan)
GENERAL
System shall be installed in accordance with a Federal, State, and local codes,
Contract drawings and Contract Specifications.
Irrigation design is based on "Planting Plan" dated 02.27.19
Contractor shall refer to this plan to coordinate sprinkler locations and pipe routing with
plant locations.
The water source for this system shall be City Water Meter. The master shut-off valve
shall be activated via the automatic controller, and shall be used to depressurize the
zone lines when the system is not operational. Contractor shall adjust the irrigation,
where noted on the plans for actual field conditions, and shall install the system in
accordance with South Florida Irrigation Society Standards and specifications.
To insure proper operation of this system, pump size, pressure required, pipe and wire
sizes, sprinkler spacing, installation details, and specifications shall be
followed as shown on the drawings and in the specifications -
Irrigation system shall provide 100% coverage, with a 50% overlap minimum, utilizing
"rust -free" water source. If a City Water Meter is to utilized, the contractor shall provide
a
"chemical injection system" to inhibit rust stains, if water sample testing indicates that
there will be "rust' staining from the well water.
PIPING
Pipe routing is schematic only, and shall be field adjusted for on-site conditions.
All pipe shall be installed in accordance with local codes, and per manufactures
recommendations.
Pipe routed under paver surfaces, and through planter walls shall be sleeved in SCH
40 PVC. Sleeves shall be of adequate size to allow for 1/2" clearance for pipe & wire.
Contractor
shall verify the location, depth & size of all existing sleeves, as required.
Pipe Installed above grade for the backflow preventer shall be SCH 40 Galvanized
pipe. All other piping shall be PVC. The Main Line (Typ.) shall be SCH 40 PVC, laterals
sized
from 1" to 2" shall be SDR 26, Class 160, and laterals sized from 1" to 3/4" shall be
SDR 21, Class 200 PVC pipe.
Pipe Shall be installed so the backfill depths are maintained at 18", for Main Line
(Typ.)s and all lateral lines routed beneath pavement, and at 12" for all other lines. The
depths
from 1" to 2" shall be SDR 26, Class 160, and laterals sized from 1" to 3/4" shall be
SDR 21, Class 200 PVC pipe.
Pipe Shall be installed so the backfill depths are maintained at 18" , for Main Line
(Typ.)s and all lateral lines routed beneath pavement, and at 12" for all other lines. The
depths
from 1" to 2" shall be SDR 26, Class 160, and laterals sized from 1" to 3/4" shall be
SDR 21, Class 200 PVC pipe.
are to be taken from finished grades.
Backfill material shall be suitable material, free of rocks, stones, or other debris that
could damage components of the irrigation system.
SPRINKLERS
Sprinkler locations are schematic only, and shall be adjusted for wind, landscape
materials, hardscape elements, etc.. to provide 100% coverage with a no overthrow
onto paved surfaces, or building facades.
Pop-up spray heads shall be Toro series 6", and 12" type, which are to be installed on
flexible swing joints of Toro thick-walled poly pipe with 112" insert elbows. THERE
SHALL BE NO 4" POP-UP HEADS UTILIZED FOR THE PROJECT.
Shrub heads shall be installed at a uniform height of 6" above the plantings, and are to
be located within planting masses so as to be concealed from view.
Shrub type spray heads shall be Toro 570 series, and are to be installed on a 1/2" SCH
40 PVC risers.
Bubblers are to be installed on a SCH 40 PVC risers at the base of the plant material,
for low-level watering,
All SCH 40 PVC risers are to be painted "Forest green", or Brown, to be less
conspicuous.
Toro 12" pop-up sprinklers shall be installed in ground -cover areas at the parking -lot
islands, and at other critical locations, as determined in the field by the Landscape
Architect.
Sprinklers located adjacent to pavement, sidewalks, decks, patios, buildings, etc.. shall
be installed 8" from the edge. Unless other -wise noted on the plans, pop-up sprinklers
shall be installed 6" from the edge, and shrub sprinklers shall be installed 18" from the
edge. Shurb risers are not to be installed at waik-way intersections, or where -ever a
"trip & fall" hazard may occur.
Adjustment feature of sprinklers specified shall be utilized to insure proper coverage,
while minimizing undesirable overthrow.
Contractor shall use precaution in locating, and setting sprinkler heads in planting
areas adjacent to parking spaces to minimize the damage to sprinklers be overhanging
car bumpers.
Pop-up sprinklers with :low angle" nozzles shall be installed amid masses of tall
shrubs, for low level watering. Contractor shall install sprinklers at optimum locations
for the most effective coverage.
CONTROL SYSTEM
Rainbird control system shall be installed, per manufactures recommendations, to
activate in-line valves, and the master shut-off valve.
Proper grounding equipment shall be Installed. for the controller.
Controller location shall be approved by the Landscape Architect, and project
supervisor.
The irrigation contractor shall supply the controller, however the physical installation
there -of, and the electrical hook-up shall be by others.
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ESP -SMT SMART CONTROL SYSTEM
T
VALVES O`
IRRITROL, or approved equal, electric valves shall be installed per manufactures
recommendations, and as per details. All valves are to be installed in a 10" Ametex O'. "- ' O
valve box, see details. O
O
RAIN SENSOR 0; O
Mini -click" rain sensor shall be installed, per manufactures recommendations. Rain O
sensor location shall be approved by the Landscape Architect.
I
(OPTIONAL) ROTOR POP-UP SPRINKLER ,^ 6" POP-UP SPRAY FLEX ASSEMBLY
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OF SMBE
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
WILLMM F. KOCH, JR. Mryor
JOAN K. ORTHWEIN, Wee Mayor
FRED 6. DEVRT Ili
CHRIS 0. WHEELER
MURIEL J. ANDERSON
STATE OF FLORIDA )
COUNTY OF PALM BEACH )
TOWN OF GULF STREAM )
• AZeCE/V
JU ED,q
Telephone C 01 �0
(567) ZJ65776 -
Fax Ow/7 of GulfStrea F
(561) 737-0188
Town Manager I+//}� 1
WILLIAM H. THRASHER �
Town Clerk
RRA LTAYLOR
B�,�FORE ME THIS DAY PERSONALLY APPEARED (Owner) ��Alt'o %f W/4'-SQN Y-
/r/it> - A i4i' PA/ , WHO BEING DULY SWORN, DEPOSES AND SAYS:
THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW
HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED
BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS
AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM.
THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS:
&-4- '9
AGENT'S(S)NAME: 'G//DPduoa-5
COMPANY OR FIRM NAME' `:
AGENT'S ADDRESS: /D7�� kz-41yW6 3
AGENT'S PHONE: `' oz%l9' &Oil
FURTHER AFFIANT SAYETH NOT.
(Owner Signature
SWORN AND SUBSCRIBED BEFORE ME THIS �� DAY OF
A'J
OTARX PUBLI �atr,• LINDA L. HAMILTON
MY COMMISSION EXPIRES: MY COMMISSION # GG 085846
EXPIRES: May 7, 2021
Sv&d ThN Notary Public UO srWrik rs
100 SETA ROAD, GULF STREAM, FLORIDA 33483
TOWN OF GULF STREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
WILLIAM F. ROCH, JR. Maya,
JOAN N. DRTHWEIN, Vice Mayor
FRED S. DEVITr IU
CHRIS D. WHEELER
MURIEL J. ANDERSON
STATE OF FLORIDA )
COUNTY OF PALM BEACH )
TOWN OF GULF STREAM )
AFFIDAVIT
BEFORE ME THIS DAY PERSONALLY APPEARED 4C 14,-"W
'zi /1 111"Y -1c Id
V " , WHO BEING DULY SWORN, DEPOSES AND SAYS
I► RECEIVED
JUL 01 2019
Town of Gulf Stream, FL
Telephone
(561) 276.5116
FaX
(561) 737-M88
Town Manager
WIWAM H. THRASHER
Town perk
RITA LTAYLOR
A G✓/GS Div �--
THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING
ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one):
(1) within 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing; Signs and Site
Plan Review
(2) within 300 feet, *(for Variances or Appeals)
(3) adjacent to *(for Special Exceptions)
THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS
KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST
OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE.
*street and waterways are excluded from this distance ��j%'� �L� /J
THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: � ' ,` " "� 6 �
FURTHER AFFIANT SAYETH NOT:
la
SWORN AND SUBSCRIBED BEFORE ME THIS L'v DAY OFA/ "/fir v 20
OTARY PUBLIC)
MY CONMISSION EXPIRES R:rr' ,: '"•, IINDg L, AaILTON
=« MY COMMISSION # GG 085848
Deputy/forms/const/10/15108FodF c? ' FIRES: May 7, 2021
Bo
,.,.t.• nded TIn Notary Public Underwrf(erg
3420 GULF STREAM ROAD
LEGAL DESCRIPTION
�Ec�iv�p At
r
wo o� �u1f Stream ��
�o
LOT 1, BLOCK 1, PLAT NO. 1, POLO FIELDS, ACCORDING TO THE PLAT THEREOF, AS
RECORDED IN PLAT BOOK 26, PAGE 13, OF THE PUBLIC RECORDS OF PALM BEACH
COUNTY, FLORIDA.
ALVERY 5160
20434603000030140
ELY MARTHA T
ELY RANDOLPH T
3311 POLO DR
GULF STREAM FL33483 7339
20434603030010020
KRATZET CAROLYN E TRUST &
COMERICA BANK TR
3450 GULF STREAM RD
DELRAY BEACH FL 33483 7318
20434603030010050 20434603030010060
DOONEY H PETER BROPHY SALLIE S
PO BOX 841 BROPHY THEODORE
NORWALK CT 06586 0841 3425 POLO DR
GULF STREAM FL 33483 7341
20434603070000431
20434603070000441
WHITE JAE SOON
MAZZEO STEFANIE R
WHITE JOHN F ET AL
MAZZEO VINCENT P JR
101 LAKEVIEW DR
3435 GULF STREAM RD
DELRAY BEACH FL 33483 7376
GULF STREAM FL 33483 7317
r► RECEIVED,
JUL 01 2019
Town of Gulf Stream. Fl.
Allez 6 ave ry.ca lgabarits
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NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL
NOTICE IS HEREBY GIVEN that the Architectural Review and
Planning Board of the Town of Gulf Stream will hold a Public
Hearing on THURSDAY, JULY 25,2019 AT 8:30 A.M., in the William F.
Koch, Jr. Commission Chambers of the Town Hall, 100 Sea Road, Gulf
Stream, Florida, at which the following will be considered:
An application submitted by Gary Eliopoulos, GE Architecture,
INC., as agent for Mr. & Mrs. Richard Wilson, owner of
property located at 3420 Gulf Stream Road, Gulf Stream,
Florida 33483, legally described as Lot 1, Block 1, Plat No.
1 Polo Fields for the following:
1. Land Clearing Permit to trim, treat and shape existing
hedge, remove dead stump and vines, and trim existing
trees.
2.Demolition Permit to remove two-story single family
dwelling, swimming pool and all structures on property.
3. Level 2 Architectural/ Site Plan Review to permit the
land clearing and demolition permits and the
installation of a 41x5' aluminum gate in the center of
the south property line.
The Architectural Review and Planning Board shall make a
final decision regarding the subject application at the meeting
noticed above. The meeting may be adjourned from time to time and
place to place as may be necessary to hear all parties and
evidence.
The complete application materials are on file in the Office
of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida
33483, and may be reviewed during regular business hours, which
generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M.
ALL PARTIES INTERESTED IN THESE MATTERS may appear before the
Architectural Review and Planning Board of the Town of Gulf Stream
at the time and place aforesaid and be heard.
SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY
THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY
MATTER CONSIDERED AT THE PUBLIC HEARING, SAID PARTY WILL NEED A
RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO
INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH
RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL
IS TO BE BASED. 286.0105, F.S.S.
Dated: July 4, 2019
TOWN OF GULF STREAM
Rita L. Taylor
Town Clerk
NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL
NOTICE IS HEREBY GIVEN that the Architectural Review and
Planning Board of the Town of Gulf Stream will hold a Public
Hearing on THURSDAY, JULY 25,2019 AT 8:30 A.M., in the William F.
Koch, Jr. Commission Chambers of the Town Hall, 100 Sea Road, Gulf
Stream, Florida, at which the following will be considered:
An application submitted by Gary Eliopoulos, GE Architecture,
INC., as agent for Mr. & Mrs. Richard Wilson, owner of
property located at 3420 Gulf Stream Road, Gulf Stream,
Florida 33483, legally described as Lot 1, Block 1, Plat No.
1 Polo Fields for the following:
1. Land Clearing Permit to trim, treat and shape existing
hedge, remove dead stump and vines, and trim existing
trees.
2.Demolition Permit to remove two-story single family
dwelling, swimming pool and all structures on property.
3. Level 2 Architectural/Site Plan Review to permit the
land clearing and demolition permits and the
installation of a 41x5' aluminum gate in the center of
the south property line.
The Architectural Review and Planning Board shall make a
final decision regarding the subject application at the meeting
noticed above. The meeting may be adjourned from time to time and
place to place as may be necessary to hear all parties and
evidence.
The complete application materials are on file in the Office
of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida
33483, and may be reviewed during regular business hours, which
generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M.
ALL PARTIES INTERESTED IN THESE MATTERS may appear before the
Architectural Review and Planning Board of the Town of Gulf Stream
at the time and place aforesaid and be heard.
SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY
THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY
MATTER CONSIDERED AT THE PUBLIC HEARING, SAID PARTY WILL NEED A
RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO
INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH
RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL
IS TO BE BASED. 286.0105, F.S.S.
Dated: July 4, 2019 TOWN OF GULF STREAM
Rita L. Taylor
Town Clerk
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