HomeMy Public PortalAboutAPP 21-26 (Large Plans in File)Owner'$/ Jame
of Gulf Stream Pre -Applicatio n Ch eckli st:
Address:
Lev el Ill
gay, yt
PART 1. APPLICATION REQUIREMENTS
To be completed by Town Staff during pre -application conference.
A. Re view and Approval Processes
1. N. Ocean Overlay Permit
2. Land Cl earing Permit
3. Annexation Review
4. Compreh ensive Plan Text Amendment Review
(Demolition Permit
6. Future Land Use Map Change Review
7. Appeal
8. Zo ning co de Text Amendment Review
Ap " lication Materials
NUMBER
OF COPIES
REQUIRED
17
1
(7
1)
-nvelope
1 Set
00. RECEIVED
9. Sign Review
CI.
Site Plan Review, Le vel III 0
Site Plan Revision
12. Special Exc eption R eview) own
13. S ubdivision Re view
14 . Variance R eview
15 . Rezoning R eview
16. ( Oth er)
619
APPLICATION MATERIAL
1. Completed Development Application
2. Fee of +
3. Ge ne ration Lo cation Map (on site Plan)
4. Site Plan (2 full size, 15 reduced to 11x17 *)
5. Building Elevations (2 full size, 15 reduced*)
6. Floor Plans (2 full size, 15 reduce d*)
7. Roo f Plans (2 full size, 15 reduced* )
8. Perspective and/or Co lor rendering
(Recommended for meeting)
9. Drainage Plan (if site is altered)
10. Landscape Plan (2 full size, 15 re duced* )
10a. Certification that Landscape Plan conforms to GS
Code Section 66-1 "0 en Front Lawn" . See definition
11. Septic Tank Pe rmit
12. DO T Driv eway Pe rmit (if on A1A, fo r any
alterations to drive )
13. DOT Landscape Permit (A1 A)
14. Survey (11" x 17")
15. Subdivision Plat
16. Concurrency Documents
17. Proof of Ownership (warranty deed)
18. Agent Affidavit
19. List of Adjacent Prope O wners
20. Pro erty owners within 5' 300' (stamped addresse
envelopes.. n Ueturn ad r ss
21. Pro pe rty O wners Affidav it
22. Photos of Existin • Home if a • • licable
23. Construction Traffic Manajement Plan: Prior to Permit
24. Dama •e Bo nd �` _ = 1 Prior to Permit
lIt
CT 27 2021
of Gulf Stream, FL
1
* NOTE: Whe re multiple copies of a drang a re re qu ired, two copies shat be an original fu ll
size (24" x 36") drawing which is signed and sealed. All other copies shall be reduced to 11" x
17". Please refer to the instructio n fo r mo re detaile d information .
(777
X:\DEPUTY SHARED\Forms\Bldg & Occ Reg Dept Forms\Level 3 Pre-Appl. Cklst.do cx
Page 1
TOW N OF GULF ST REAM
PALM BE AC H C OUNTY, FLORID A
COMMISSIO NERS
SCOTT W. M OR GAN, Mayor
THOMAS M. STANLEY, Vice -Mayor
PAUL A. LYONS, JR .
JOAN K. OR THWEI N
DONNA S. WHITE
Mr. & Mrs. James Davis
588 Banyan Ro ad
Gulf Stream, Flor ida 33483
Dear Mr . & Mr s. Davis:
Telephone
(561)276-5116
Fa x
(561)448-1009
Town Ma nager
GREGORY L. DUNH AM
Tow n Clerk
RITA L. TA YL OR
Februa ry 17, 2022
This is to co nfir m that at the Public Hearing held by the Town
Commis sion on February 11, 2022, your applicati on for a Demolition
Permit to de molish the existing buildings on the pr ope rty at 588
Banyan Ro ad, and a Level 3 Arc hitectural/Sit e Plan R eview to permit
constr uc tion of a new single family dwelling al ong with a Speci al
Exce ption to allow a small po rtio n of the building to ext end into
the r ear se tbac k was consider ed.
The applicatio n was appro ve d, 4 to 1 vo te, with th e conditi on that
a ny minor modifica tio ns to the appr ove d landscaping shall be submitt ed
to the To wn Mana ger fo r re view and approval and any m aj or m odifications
shall be br ought bac k to the ARPB fo r review and app roval, prior to
co mmenceme nt of la ndsc aping.
This appro val shall e xpir e on Fe bruar y 11, 2023 if a Building P ermit
Applicatio n, inc luding the afo rementio ned impro vements, has not
be en applied for .
Very tru;y yo urs,
Rita L. Taylor
Town Cler k
c c:
6,„
Cour chene Development Corp.
100 SEA ROAD , GULF STR EAM, FL ORID A 33483
T own of Gulf Stream
TOWN OF GULF STRE AM, FLORID A
d RECEIVED
27 20'21
Town of Gulf Stream, FL
APPLICATION FOR DEVELOP MENT APPROVAL
This form is to be used for all dev elopment review applications to be heard by the Town of Gulf Stre am
Archite ctural Review and Planning Board, B oard of Adj ustment and/or Town Commission. To compl ete the
fo rm properly, please review th e accomp anying Town of G ulf Stream Instruction Man ual for Applicatio n for
Development Review F orm. Failure to complete thi s form prop erly will del ay it s co nsideration.
ARPB Fil e #
PART II . GENERAL INFORMATION
To be complete d by a ll applicants.
A. Project Info rmation
I. A.1. Proje ct/Own er Name: S4)%heS 14D6 VV J
I.A.2. Project Addre ss: 544'141 -V -14.4-112-D .1fi ll-
I.A.3. Pro ject Property Le gal De scriptio n: Fl./S.-(- POL-0 C-44 L'11"1
so f1 �,-r S so o>F t.T of II
I.A.4. Projec t Description (describe in detail, including # of stories, etc.)'D-SMot.l•)"IvM
-1 A,c—r-I rr?-1-61?#3
I.A.5. Square Footage of New Structure or Addition: I/ %l
Architectural style: _ k.o
I.A. 6. Check all that apply: ✓Architectural/Site Plan Revie w No rth Ocean Bo ulevard Overlay (complete
sectio n B) /Demolitio n of Structures (co mplete section C) Land Clearing (complete section D)
Special Exce ption (complete section E) Variance (complete section G) Non-residential uses
(complete Sectio n F)
' 1 ,` Type of Fou ndation: PI l 61146. 1)."-M
I.A. 7. Proposed F.F.E: �•S pN `� �
B. Owner In formatio n
zap
I. B.1. Owner Addre ss: 5`�� �� `� -121 i 331-{'63
1.8. 2. Owner Phone Number:
(. "9'3- `6as;-5 Fax:
I.B.3. Owner Signature:
C. Agen t Information
.15,d.1.h,ltil SC.F-ITLZIEC2- / % ,l-1N'I
I. C.1. Agent Name and Firm Name: (416‘
I.C.2. Agent Address: 610C? " 51t-1-+
0 15 Ce ll(561)1f' °Miif6Fax (54-D;-50 /'`6 �d
I. C.3. Agent Phone Number (0 ) (S�1J ��"
1.0. 4. Agen t Signature: __ . _JcAr `1.`
Offic ial Us e On ly
Pre -A pp Date :
App Date:
Corn Date:
Decision:
ARPB Da te:
Reco mmendation:
TC Da te:
Applic ation fo r Deve lopme nt Approval, Fo rm ADA.32000
Se pte mber 2004
Page
2
Town of Gulf Stream
PART III. PROJECT DESCRIPTION AND JUSTIFICATION
To be complet ed by all applicants after pre -applicati on c onference with Town Staff. Pleas e be concise but
brief . Attach additi onal sheets only when necessary and be sure to include the appropriate a nd compl ete
question number for each r esponse.
A. Proj ect Description and J ustific ation
III.A.1. In what zoning district is the project site located?
III. A. 2. Is the project compatible with the intent of the zoning district ? Yes No
Explain: opc D '{ iDei--1ri u.. .51-1L4 me.
1 1 r� t h -L �i ►-�C�u� �i� 7 .4,t -t)11,4
III_A.3. Is the project consistent with the Future Land Use Map and g oals, objectives and policies of the
Co mprehensive Plan? es No -`
Explain 'S1rGc� -)f`ti-rtk `1 F:66.1
III.A.4. How are ingress and egress to the property to be provided? `pR-I1/au'•dT
616.12-6 ,(0 * 176l A e.4— 1:14.4714-1 T L7,
•
III. A.5.
a.
b.
c.
d.
e.
f.
9.
h.
III.A.6. If the project invo lves the erection of one or mo re 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.)
How are the following utilities�`being provided to the prop erty?
Stormwater Drainage o''i-7
Sanitary Se wer 6t"5 --p
Potable water GIN N -r
Irrigation Water _�l.l� Pa E 1 'ti
Electricity i�t-1 t ' rte t'X i
Telephone ool-iN 1
-e xi•rariG
Gas Uilve l xo2 p 44, -r2.4.1k-..
Cable Tele vision 4o(-i►-AF' -t`e> i`1--16i
0
PART IV. ADDITIONAL INFORMATION
Section A is to be completed by a ll applicants after pre -a pplication conference with Town staff. An swering
"Yes" to any question in Section A requires the completion of additional Sections as in dicated.
A. Additional Approvals/Requireme nts
IV.A. 1. Do es the project involve I nd area within fifty feet (50') of the A1A (North Ocean Boulevard)
right-of-way? Yes No (If "Yes", Section B of this part must be complete d. )
IV.A. 2. Does the project involve the demolition of one or more structure s? Yes No
(If "Yes" , Section C of this part must be c ompleted.)
IV. A.3. Does the project involve the clearing or the filling of any portion of an existing vacant lot or more than
fifty percent (50%) of the landscape area of a developed lot? Yes �� J
(If "Yes" , Sectio n D of this part must be completed. )
IV. A.4. Does the pro ject require approval of a Special Exce ption? Ye s No
(If "Ye s", Se ction E of this part must be completed. )
IV.A.5. Is the project at v ariance with any regulatio ns contained in the Zo ning Co de?
Ye s (1 o) (If "Ye s" , Sectio n G of this part must be completed.)
Applicatio n for Development Approval, Form ADA.32000
Page 3
Se pte mbe r 2004
Town of Gulf Stream
B. Pr oje cts Requiring North Ocean Boulevard Ov erlay Permit i.1/4
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 Ov erlay District?
Yes No
Explain:
IV.B.4. How is the design consistent with the Al A Landscape Enhancement Project?
IV. B.5. What mitigation is proposed so that the disturbance/addition has the least impact possible to the visual
and aesthe tic quality of the North Oce an Boulevard Ov erlay Di strict:
C. Projec ts Re qu iring a Demolitio n Permit I
IV. C.1. Whe n are the existin g structures to be demo lished? ..,All -E t Ma „N .t 't'
IV.C.2. When are the proposed structures to be constructed? u f:Av!-t rr t xa
IV.C. 3. What is the landmark status of the structures to be demolished? 1.p1 --t>"
D. Projects Requirin g a Land Clearing Permit OAS
IV. D.1. Describe those vegetative materials of 8 inches in diameter and greate r to be North Ocean Boulevard
Overlay District:
IV.D. 2. Describe the need and justifica tio n for the removal/relocation:
IV. D.3. How is the re moval from the project site of vegetation to be mitigated:
IV.D. 4. How a re the remaining and reloc ated ve getative mate rials to be protected and preserved during the
land clearing and constriction activities and thereafter?
IV.D.5. What replace me nt materials are proposed?
Applicatio n fo r Deve lopment Approva l, Form ADA.32000
Page 4
Se pte mbe r 2004
Town of Gulf Stream
E. Projects Requiring Special Exc eptions IV.E.1. Is the proposed /
use a permitted Sp ecial Exception use? es No C ode Secti on: 9'0.- q-SC3;)
IV.E.2. How is the use designed, located and proposed to be operated so that the public health, safety,
welfar e,ea nd mor als will be prote ct ed? I 1
S It-\(nUe f4.4-1111Qtr t��—,C,t✓ M -1I �1��C=jL �(s-r12A / 2 411
11
IV.E. 3. Will the us e cause .stantial injury to the value of other property in the neighborhood wher e it is to be
located? Y es -
l [ E12 - 11-Z- T e)? T'` 1.1Ickt 'Paaqi civ,
Explain:'"(�>•1E i�vlt�l� (� I`� ��
IV.E. 4. How will the use be compatible with adjoining d eYelopm�e1nt and the character of theCD�� er is
to be located? l4II-�,6t_ f1S,MIL 2 IDe.1--IC LF� 6ttL IL
IV.E.5. What landscaping and screening are provided? (1z"re12 -ta L.14-1 "F p `..
64-6
IV.E.6. Does the use co nfo rm with all applicable regulations gov erning the District wherein it is to be located?
Y es No 11
Explain:�tt`k L f44-41172lret-103" .FirrN iz--
F. No n -Residential Pro jec ts of Greater than 2 Units A.1/4_
IV.F.1. If common area facilities are to be provided, describe them a nd how they are to be maintained:
IV.F.2. If recreation facilities are to be prov ided, de scribe them and their pote ntial impa cts on surrounding
Pro perties.
IV. F. 3. For each of the fo llowing, list the number pro vided and their dimensions:
Loading Spaces:
Standard Parkin g Spaces:
Small Car Parking Space s:
Handicapped Parking Space s:
Drive ways/Aisles:
Application for Dev elopment Approval, Form ADA.32000
Page 5
Se ptember 2004
Town of Gulf Stream
H. Proje cts requiring Rez oning
IV .H.1. What is the Futur e Land Us e designation of the project site?
IV.H .2 . If the project involves a Rez oning, Zoning Code text change, Future Land Use Map change,
Comprehensive Plan text ch ange, or any combination thereof, please describe the need and
justification for the request.
PART V. OPTIONAL INFOR MATION
This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any
additional relevant in forma tion regarding the project that was not co vered elsewhere on this form or on any of
the other ma terials submitted with the applicatio n.
i ,W ES w H i c.N
11-. # �1 9-N.M.C) Apr.
TH t ape►2 -T At -6C, coNl-r 5 1 �xt�-�u-�� �►-�-rn�- �lau.�l �tt✓�-
.-I046-30E-1L4 .
Lo6A- e e7tit -T ?s3.41/5 -q.
A pplic ation for Dev elo pmen t Appro val, Form ADA.32000 Page 7
September 2004
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LANDSCAPE PLAN
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RECEIVED.**
JA.113222
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TREE PLANTING: DETAIL :lT;4
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PALM PLANTING DETAIL
PLANT LIST
BOTANICAL NAME COMMON NAME
Phoenix mneriemis 'Canary Island Dam Palm'
Sabel palmetto Cabbage Palm'
Phoenix sylvestris 'Sylvestris Date Palm'
Ptychosperma degas `Alexander Palm'
Ptychospoma legans 'Alexander Palm'
Veitchiamontgomeryana 'Montgomery Palm'
Cocos nucifea 'Coconut Palm'
Cacoloba uvikm
Elmocmpadecipiens `Japanese Blueberry'
Elneocaryuvdecipieos `Japanese Blueberry'
Blaeocarluv decipiens 'Japanese Blueberry'
Nahum oleander Oleander'
LignsvumloWnicum 'LignsVum'
Bougamill �glabra 'Bouguovillea'
Clusia gunners `Small Leaf China'
Podocmpos macrophyllom Podocorlus 5' hgt hedge ............................... 16
Podocmpuo macrophyllum `Podomrpu' 7 gal, 36" hedge. .270
Hibiscus rose-sinemis 'Hibiscus' std 6' hgt........................... ..........2
Gardeniajesm inoidim 'Gardena' 'Miami Supreme' std. 25 gal. 4' bgt......2
Nerium oleander 'petite 'DwsrfOleander' 3 gal. II" hgt...._........................250
Pinosporum tobha'var 'Variegated Pittosponm' 3 gal, 16"x16" ............................532
Philodendron `Red Congo' 7 gal. 42". 12
Philodendron `Berl Mani 3 gal. 16"x16" ..............................90
Bougmvillea glabm 'Bougamllea' vine 10' trailers, attach to coconut palm..2
Zama fuf `Cardboard Palm' 7 gal 30'530" ... ... ... ...... ...... ... ... ... 32
Ficus microearpa' 'Green blood Ficuui 3 gal 12"x12" ...........................1587
'Seasonal annuals' 1 gal. .350
Tachelosp nnum minim= 'minima' `Jasmine minima' 1 gal gmundeover .................1740
SPECIFICATIONS ............ QUAN
12' ca. ..................... _I
12' e -r boots left on bunks._ .12
14' aL......................................8
triplel4'-18' height, stagger hesds.......1
of- 10' grey wood Stagger bgt's........10
10' list multi dunked .....................14
14' cone narrow......... _............. _..1
cone, 6' Mgt.................................8
cone, 5' Mgt..................................3
std 6'84' red ... ... ... ...... ... ...... ...... ..1
8'x10' std. 5
5' std futeia................_... _.........10
• LANDSCAPE PLAN CONFORMS TO GULFSTREAM CODE SECTION 66-1
"OPEN FRONT LAWN"
NOTES:
1. ALL LANDSCAPING AND SPECIFICATIONS SHALL MEET OR EXCEED
THE MINIMUM REQUIREMENTS AS PROVIDED IN THE PLANT LIST
AND THE TOWN OF GULFSTREAM LANDSCAPE CODE.
2. ALL PLANTING MATERIAL SHALL MEET OR EXCEED FLORIDA
GRADE III AS SPECIFIED IN'GRADES AND STANDARDS FOR
NURSERY PLANTS', AND PART 2 'PALMS AND TREES', CURRENT
EDITION. TREES TO BE INSTALLED SHALL NOT BE TIPPED, TOPPED,
OR SHAPED PRIOR TO INSTALLATION.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY OR ALL
FACILITIES DAMAGED AND IS TO COORDINATE WITH ALL OTHER
CONTRACTORS ON SITE
4. PLANTING SOIL 15 TO BE WEED FREE MDCTURE OF MUCK AND SAND
(30/70) WITH 50 LBS OF MILORGANITE PER 6 CU. YDS.
5 APPLY 3" 'GOLD' CYPRESS MULCH AROUND ALL PLANTS WITHIN 2
DAYS.
6. ALL SODDED AREAS ARE TO BE COVERED WITH 'EMPIRE ZOYSIA'
SOD, EXCEPT WHERE NOTED. SOD TO HAVE GOOD COMPACT
GROWTH AND ROOT SYSTEM LAY WITH TIGHT JOINTS.
7. GUYING/ STAKING PRACTICES SHALLNOT PERMIT NAILS, SCREWS,
WIRES, ETC... TO PENETRATE OUTER SURFACES OF TREES, PALMS,
OR OTHER PLANT MATERIAL. TREES, PALMS, AND PLANT MATERIAL
REJECTED DUE TO THIS PRACTICE SHALL BE REPLACED WITH THE
INSPECTOR ON SITE.
8. BURLAP MATERIAL, WIRE CAGES, PLASTIC CANVAS STRAPS, ETC...
MUST BE CUT AND REMOVED FROM THE TOP ONE HALF DEPTH OP
THE ROOT BALL. TREES AND SHRUBS GROWN /N GROW BAGS OR
GROW BAG TYPE MATERIAL MUST HAVE SUCH MATERIAL
REMOVED ENTIRELY PRIOR TO PLANTING THE TREE OR SHRUB.
9. ALL PLANT MATERIAL SHALL BE FREE OP PESTS, INSECTS, DISEASE,
10. ALL PLANT MATERIAL SHALL BE PLANTED AT THE PROPER DEPTH
AS ORIGINALLY GROWN AND/OR SO THE TOP OF THE ROOT BALL IS
FLUSH OR SLIGHTLY ABOVE FINISHED GRADE IMMEDIATELY AFTER
PLANTING. ALL TREES SHOULD PROVIDE TRUNK TAPER WHEN
PROPERLY PLANTED AT THE CORRECT PLANTING DEPTH.
II. ALL PLANT MATERIAL SHALL BE WATERED IN AT TIME OF
PLANTING TO ELIMINATE AIR POCKETS IN THE ROOT ZONE AREA
12. TREES AND PALMS ARE TO BE STAKED AS NECESSARY AND IN A
GOOD WORKMANLIKE MANNER WITH NO NAIL STAKING
PERMITTED.
13. LANDSCAPING SHALL BE PLACED TO EDGE OF ABUTTING STREETS
OR OTHER LANDS.
14. SITE DISTANCE CONCERNS MUST BE MAINTAINED FOR CLEAR SITE
VISIBILITYFROM THIRTY INCHES TO SEVENTY-TWO INCHES, TREE
TRUNKE EXCLUDED. MEASUREMENT SHALL BE MADE FROM TOP OF
ROOT BALL PLANTED AT PROPER ELEVATION.
15. UPON COMPLETION OP WORK, THE SITE SHALL BE CLEARED OF ALL
DEBRIS, SUPERFLUOUSE MATERIALS, AND EQUIPMENT CAUSED BY
THIS PERMIT TO THE SATISFACTION OF THE INSPECTOR
16. SEE PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION.
17. LANDSCAPE CONTRACTOR TO PROVIDE AN AUTOMATIC
UNDIRGROUNDIRRIGATION SYSTEM, AS SHOWN ON PLANS.
SYSTEM SHALL HAVE A RAIN SENSOR DEVICE AS REQUIRED. THERE
SHALL BE NO OVERSPRAY ON SIDEWALKS OR ON ROADWAYS.
SYSTEM TO PROVIDE 100% COVERAGE
18. ALL CONSTRUCTION MATERIAL AND FOREIGNMAI 11( SHALL BE
REMOVED FROM THE PLANTING AREAS AND REPLACED WITH 30/30
MIX PILL SOIL OR AS PER SPECIFICATIONS.
19. THE LANDSCAPE ARCHITECT AND THE TOWN OF GULFSTREAM
SHALL BE INFORMED OP ANY CHANGES FOR APPROVAL IN PLANT
MATERIAL PRIOR TO INSTALLATION.
20. ALL LANDSCAPE MATERIAL SHALL BE FERTILIZED UPON
INSTALLATION.
21. THE LANDSCAPE CONTRACTOR SHALL CONTACT THE COUNTY,
CITY, AND/ OR UTILITY COMPANIES TO LOCATE ALL
UNDERGROUND THEMES OR STRUCTURES PRIOR TO DIGGING. THE
LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO
UNDERGROUND UTILITIES AND/ OR CONSTRUCTION CAUSED AT NO
COSTTOTHE OWNER
22. ALL PLANT MATERIAL SHALL BE GUARANTEED FORA PERIOD OF 12
MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION.
1 23. INADDITION TO THESE REQUIREMENTS, ALL LOCAL LANDSCAPE
CODES SHALL BE MET IN ORDER TO SATISFY THE REVIEW AND
APPROVAL OF THE GOVERNING MUNICPALITY.
24. CO-ORDINATE WITH ALL TRADES, ESPECIALLY THE IRRIGATION
CONTRACTOR
25. ALL TREES PLANTED WITHIN 10' OF AN UNDERGROUND UTILITY
EASEMENT WILL BE PROVIDED WITH APPROVED ROOT BARRIERS.
26. ALL PLANT MATERIAL SHALL BE SUBLECT TO INSPECTION AND
APPROVAL BY THE LANDSCAPE ARCHITECT/LT PLACE OF GROWTH
AND UPON DELIVERY FOR CONFORMITY ID SPECIFICATION.
27. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY AND SHALL
CONFORM TO MEASUREMENTS SPECIFIES.
28. ALL PLANTING SHALL BE INSTALLED WITH FERTILIZER AT TIME OF
j PLANTING.
29. ALL LANDSCAPING AND IRRIGATION SHALL BE INSTALLED IN
' COMPLIANCE WITH ALL LOCAL CODES
30. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THE
FINAL LEVEL OF BOTH SURFACES SHOULD BE EVEN.
31. ALL SODDED AREAS TO HAVE A MINIMUM OF 2" OF PLANTING SOIL.
32. ONLY BIODEGRADABLE MATERIAL CAN BE ATTACHED TO THE
TRUNKS OF TREES.
33. ALL ROAD ROCK OR ANY UNNATURAL MATERIAL SHALL BE
REMOVED FROM ALL LANDSCAPE AREAS AND REPLACED WITH
GOOD PLANTING SOIL.
34. MECHANICAL EQUIPMENT MOUNTED ON OR NEAR GROUND LEVEL
SHALL BE SCREENED FROM ADJACENT BUILDINGS WITH DENSE
CONTINUOUS HEDGE.
35. PLANTING USED AS SCREENING OF ANY GROUND MECHANICAL
EQUIPMENT SHALL BE MAINTAINED AT LEAST 6"
ABOVEEQUIPMENT TO BE SCREENED.
36. THE SPECIFICATIONS OF PLANT MATERIALS ARE AS FOLLOWS:
SPREAD- INDICATES THE AVERAGE SPREAD TO THE MIDPOINT OF
THE PLANT. HEIGHT- INDICATES THE OVERALL HEIGHT FROM THE
TOP OF THE ROOT BALL TO THE MIDPOINT OF THE GROWTH CLEAR
TRUNK- INDICATES THE MEASUREMENT FROM THE TOP OF THE
ROOT BALL TO THE FIRST BRANCHING. CLEAR FOOT OP WOOD -
INDICATES THE MEASUREMENT ON PALMS FROM THE TOP OF THE
ROOT BALL TO THE TOP OF SOLID TRUNK BEFORE THE START OF
THE FRONDS.
37. ALL TREES 112" INCHES IN CALIPER AND GREATER SHALL BE
PROPERLY GUYED AND STAKED AT THE TIME OF PLANTING.
38. THE LOCATIONS OF PLANTS, AS SHOWN ON THESE DOCUMENTS,
ARE APPROXIMATE UNLESS DIMENSIONED SPECIFICALLY. THE
FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE
UNFORSEEN FIELD LOCATIONS, TO COMPLY WITH SAFETY SETBACK
CRITERIA, TO AVOID CREATING UNSAFE SIGHT CONDITIONS, OR AS
OTHERWISE DIRECTED BY OR APPROVED BY THE LANDSCAPE
ARCHITECT.
39. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPENCIES
BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD
CONDITIONS TO THE LANDSCAPE ARCHITECT IMMEDIATELY.
I
1
Ofr R.FeFIVFD
13 2622
Town of Gulf Stream, FL
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ELEVATION FROM ROADWAY
ELEVATION FROM DRIVEWAY
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PROJECT *140
loiol.2l
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L4
TOWN OF GULF STRE AM
TOWN COMMISSION REPO RT
Application #: 21-26
Address: 588 Banyan R oad
Proposed Improvement:
Approvals Requested:
Demo lition Permit:
Special Exception:
Level III Architectural/Site Plan
Review:
Gross Lot size: 30,600 sq. ft.
Pro po sed Total Floo r Area: 8,699 sq. ft.
Required Landscape Area: 12,240 sq. ft.
1s Floor Eave Height: 9'-O"
Roo f Height: 28"-10"
Zoning District: RS -C
Owner: James and Nadia Da vis
Agent: Benjamin Schreier, Affiniti Architects
Construction of an 8,699 sq . ft., tw o-st ory, single-f amily
Anglo Caribbean dwelling with an attached 2 .5 car
garage and swimming pool.
To remove e xisting structures of the property, with the
exception of the e xisting entry wall pier feature at the
entrance.
To reduce the rear setback fr om 50' to 35' as per Secti on
70-75 (j), Rear Setbacks f or Waterfront L ots in the C ore
District.
To permit the c onstructi on of a single family, two-
story, 8,699 sq. ft . Angl o Caribbean dwelling with a 2 .5
car garage and swimming p ool.
Effective Lot Area: 30,600 sq . ft.
Allo wable Floor Area: 8,720 sq. ft.
Actual Landscape Area: 24,934 sq . ft.
2nd Floo r Eave Height: 20'-4"
Issues Considered During Review:
Section 66-144 Standards: Regarding Level III architectural/ site plan review
Section 70-4 How to use this ma nual: Regarding D esign Standards
Section 70-67 Effective lot area
Section 70-70 Floo r area calculations
Section 70-73 Two Sto ry Structures
Sectio n 70-74 Setbacks
Sectio n 70-75 Special Exceptio n Setbacks
Section 70-100 Roo f and eve heights
Section 70-187 Table of District Sta ndards
ARPB File # 21-26
T own Commissi on:
December 10, 2021
Page 2
M otions:
Motion to approve a dem oliti on permit to rem ove existing structures on the property, except for
the existing entry wall pier feature at the entrance.
Motion to approve a special exception to reduce the rear setback fr om 50' to 35' as per Secti on 70-
75 (j), Rear Setbacks for Waterfront Lots in the Core District .
Motion to approve a Level III Architectural/Site Plan based on a finding that the c onstruction of
a 8,699 sq. ft. Anglo Caribbean, two-st ory, single-family dwelling with a 2.5 car garage and
swimming pool meets the minimum intent of the Design M anu al and applicable review standards
with the fo llo wing co ndition:
1.
A ny mino r modifications to the approved landscaping shall be submitted to the
Town Mana ger for review and appr oval and any m ajor modific ati on sh all be
bro ught back to the ARPB for review and approval, prior to comm encement of
landscaping.
ARPB Date: Novembe r 18, 2021
Actio n: D emo lition Permit - Approved, 5-0
Special Ex ception - A pprove d, 5-0
Level III A rchitectural/Site Plan Review - Approved, 5-0
To wn Commission Date: December 10, 2021
Actio n: D emolitio n Permit -
Special Exceptio n -
Level III Architectu ral/Site Pla n Review -
TOWN OF GULF STREAM
ARCHTECTU RAL REVIEW AND PLANNING BO ARD REPORT
Application #: 21-26
Address: 588 Banyan Road
Proposed Impr ovement:
Appro vals Requested:
Demolitio n Permit:
Special Exception:
Level III Architectural/Site Plan
R eview:
Gross Lot siz e: 30,600 sq. ft.
Pro posed To tal Floo r Area : 8,699 sq. ft.
Required Landscape Area: 12,240 sq. ft.
1s Floo r Eave Height: 9'-0"
Roof Height: 28"-10"
Zo ning District: RS -C
Owner: J ames and Nadia Davis
Agent: Benjamin Schreier, Affiniti Architects
Construction of an 8,699 sq. ft., tw o-story, single-family
Angl o Caribbean dwelling with an attached 2 .5 car
garage and swimming po ol.
To remove existing structures of the property, with the
excepti on of th e existing entry wall pier feature at the
entrance.
To reduce the rear setb ack from 50' to 35' as per Section
70-75 (j), Rear Setbacks for Waterfr ont Lots in the Core
District.
To permit the c onstruction of a single f amily, two-
story, 8,699 sq . ft. Anglo Caribbean dwelling with a 2 .5
car garage and swimming po ol.
Effective Lot Area: 30,600 sq . ft.
Allowable Floor Area: 8,720 sq . ft.
Actual Landscape Area: 24,934 sq. ft .
2nd Flo or Eave Height: 20'-4"
Issues Considered During Review:
Sectio n 66-144 Standards: Regarding Level III a rchitectural/site plan review
Sectio n 70-4 Ho w to use this manual: Regarding Design Standards
Section 70-67 Effective lo t area
Section 70-70 Floo r area calculatio ns
Section 70-73 Two Sto ry Structures
Section 70-74 Setbacks
Section 70-75 Special Exception Setbacks
Section 70-100 Roof and eve heights
Section 70-187 Table of District Sta ndards
ARPB File # 22-01:
J anuary 27, 2202 Page 2
DISCUSSION:
This application was unanim ously recommended to the Town C ommissi on by the ARPB on
November 18, 2021 . At their December 10 m eeting, the Town Commission voted to send the
applic ation back to the ARPB for further review . The C ommissi on agreed that the applicant
should review and/or remove the special exception proposed, to revisit the east elevati on and
the master wing, to revisit the overall squ are f ootage and massing of the structure, to revisit the
landscaping specific to the e ast elevation and possibly the south elevation and have a definite
colo r fo r the wind ow frames and garage doors.
A fter reviewing the revised documents submitted by the applicant and reaching out to the
architect, the staff concluded the only changes to the pr op osed project were in the landscaping
plans.
Previously Co nsidered Motions:
Motio n to recommend approval for a demoliti on permit to remove existing structures on the
property, except fo r the ex isting entry wall pier feature at the entr ance.
Mo tion to reco mmend approval of a special excepti on to reduce the rear setback from 50' to 35'
as per Section 70-75 (j), Rear Setbacks for Waterfront Lots in the C ore District .
Mo tion to recommend approval of a Level III Architectural/Site Plan based on a finding that the
construction of a 8,699 sq. ft. Anglo Ca ribbean, two -story, single-family dwelling with a 2.5 car
garage and swimming po ol meets the minimum intent of the Design Manual and applicable
review standards with the following conditio n:
1.
Any minor modificatio ns to the approved landscaping shall be submitted to the
To wn Manager for revie w a nd appro val a nd any major modification shall be
bro ught back to the A RPB for review and a pproval, prior to commenc ement of
la ndscaping.
ARPB Date: No vember 18, 2021
Action: Demolition Permit - A pproved, 5-0
Specia l Ex ception - A pproved, 5-0
Level III A rchitectural/Site Plan Review - Appro ved, 5-0
Town Co mmissio n Date: December 10, 2021
Action: Return to the ARPB fo r further co nsideration of various items - 5-0
588 BANYAN RD.
Project Number
21144
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588 Banyan Road
Gulfstream, Florida
.\ I I I\ 1'1' I
6100 Broken Sound Pkwy. NW - Suite 8 - Boca Raton FL- 33487
561.750.0445 AFBNFFIARCNIFECTSCOM
' " : i 12 F2?
7 w
Mown dt Gult Stream, Ft.
Revisions
SITE PLAWPRCNITECTLRE
REVIEW
PROJECI" TEAM
SHEE Wax
SI$T
DESCRIPTION
A00
COVER 5I-EEf
CIVIL E4GIN 332
A0.1
NEIGI-BOR EXTERIOR PHOTOGRPPF6
SCU .AEEITTE E STODDARD. 1/C.
A0.2
EXISTING EXTERIOR PHOTOGRAPHS
ITT INDIAN RIVER BLVD SUITE 20
VI320 BEACH FL 3296960
A0.3
EXISTING ENTRY WALL E PIER PHOTOGRAPHS
RHONE 772-779622 FAX' 112-7109496
A04
GULFSTREAM POINT LOTS
ASS
PEIGI-BORING VIEWPOINTS
A0.6
SPECIAL EXCEPTION SETBACK
A0,7
SPECIAL EXCEPTION SETBACK
A0.8
SPECIAL EXCEPTION SETBACK
A0.9
SPECIAL EXCEPTION SETBACK
A10
SITE PLAN. CALCULATIONS. Sikh ISCAPE
A20
FIRST FLOOR PLAN
LANDSCAPE ARCHITECT
A2.1
SECOND FLOOR PLAN
PETERSON DESIGN PROFESSIONALS
A30
ROOF PLAN
151 SIN 7TH TERRACE
BOCA RATON FLORIDA 33486
A4.0
NORTH ELEVATION W/ LANDSCAPE, EAST ELEVATION W/ LANDSCAPE
ROPE 561-702-0136 FAX 561-338-3543
44.1
SOUTH ELEVATION W/ LANDSCAPE. WEST ELEVATION W/ LANDSCAPE
Date 010/2022
Drawn I waxed —1--
Dare Approval
DareIPante
Dan I Cnnso-ucnon
A4.2
RENDERINGS
A4.3
NORTH ELEVATION, EAST ELEVATION. EXISTING ENTRY GATE ELEVATION
A4.4
SOUTH ELEVATION, WEST ELEVATION
A4.5
WINDOW/WALL RATIO CALCULATION
sey,
f
- -
----"
AA0002340 O 2022
A0.0
CI
SITE PLAN
C2
CROSS SECTIONS
BUILDER
C3
CONSTRUCTION ACCESS E TRAVEL ROUTE
MARK TIMOTHY NC.
41 SE ITN SEREEf SID ROOK
BOCA RATON, FLORIDA 33432
PHONE 561-2/2-6852 FAX 561-2723571
Project Number.
21144
555 BANYAN RD
560 BANYAN RD
PROPOSED RESIDENCE
r„ a
i• L.1
Town of Gulf. Stream, FL
Revisions
SITE PLMUPRCHITECTIRE
REVIEW
Date ,,,0,2011
Gown I Clinked
Dote IApprovalDate !NOV
-
Date I CnnsRucuon
Seal:
570 BANYAN RD
588 BANYAN S RD.
NT..
NEIGHBORING EXTERIOR PHOTOGRAPHS
BB' -I°-
AA0002340 O 2022
A0.1
Project Number:
21144
(1) NORTHEAST VIEW
NTS
3
SOUTH IE11i
NTS
.0 NORTHWEST VIEW
EAST VIEW
NTS
(4)
WEST VIEW
NTS
RECE11171D-01
JA: i 1,2 2u?
Town of gulf Stream, FL
Revisions
SITE RAN/ARCHITECTLRE
REVIEW
Dam 1/10/2022
Drava Iaocked ---1--
Date I Approval
Dace I Perms -
Due I Cnnseucoon
NTS
EXISTING EXTERIOR PHOTOGRAPHS
AA 0002340 O 2022
A0.2
4. RFCF€'fF'D d
Project Number:
21144
570 WRIGHT WAY
TOTAL 0)3 REF FOOTAGE 8426
LLOT SEE OTT 29.411.7 SOFT. (04752 ACRES(
LOT COYERA0 STAGE 2089 SOFT.
MAX ONE 5TORY DADW6 4E16IR' 22-3'
MAX DADA40 (890)0. 30-0
555 BANYAN RD
TOTAL SOJA8 FOOTAGE 8972 SOOpFTT..
�5(YIAFE FOOTAGE LOT SIM SOFT.. (04428 ACRES
LOT COV132A 23.8%
TOTAL SO1A8 FOOTAGE 8499 SOFT.
LOT SRE 30400 SOFT. (0.70 ACRES(
LOTFRST
FLOM(%14RE FOOTAGE 5074 S0FT.
MAX ONE 5TORT 0404431-8890' X12930
MAX 890000 IE16Hf' 30'-0'
582 PALM WAY
TOTAL SQUARE FOOTAGE 6400 SOFT.
LLFOOpTS$��S''IZE 23152 SOFT. (05315 ACRES(
STROCR
I As0408 FOOTAGE 4910
SOFT.
MAX ONE STORY BMW H3G141, Tr -8'
MAX 81544218610 30,0'
Oa. fl.11$ 1--4_14;
554 PALM W$ApFY7
TOTAL
OASTLI¢ SOIA�TAGE
FOOTA81 3845 rT50FT. (09760 AME5( Jrl,
LOT MX,
3
MAX ONE STOAT 4.RDHG IBGHP IS -T
M DAIDIAG 0268: 24'-8• AX.
555 MIDDLE RD
FOOTAGE 7 750FT.
267,51.90 SOFT. 104084 ACRES(
550 MIDDLE RD
TOTAL 0005E FOOTAGE 9001 SOFT.
LOT ZE 2641914 . (0.6(65 ACRES/
LOT COVE )ARE FOOTAGE GE 6,41
MAX ONE STOAT DARING 186140 A-4'
MAX BADWG m49140 30-0'
549 GOLFVIEW DR
TOTAL SOA E000TAGE 7.505
LOT SZE 30.897 SOFT. 10.7093 ACRES/
F4ST FLOOR SOLIARE FOOTAGE 553 .
LOT COVERAGE 17.91
MAX ONE 5TOR1 RAIDING 089010 16-7
MAX 411085 WIT' 30-0'
iew Dr
Revisions
0
W
E
94
0
6100 Broken Sound Pkwy. NW - Suite 8 - Boca Raton FL - 33487
PF ?F
JA:; 1`
own of Gulf 5
SITE PL4504f/O-STECTLRE
REVIEW
(Ate 1/10/2022
Dram IOrkd --- L -
Date IApproval Date !Penns
Date ICa6$089,n -
Seal:
tream, FL
GULFSTREAM POINT TI' -0'S LO
AA0002340 0 2022
A0.4
Project Number:
21144
o b
Revisions
P
A:;
Town of G
SITE PLMUARCNITECTLPE
REVIEW
Date 1/10/2022
Rain I Checked ---
Date IApproval -
Date IPemtir -.
Date IConstruction -
Seat
2 ')r''?
If Stream, FL
NEIGHBORING VIEWPOINTS
IB'•I'-0
AA0002340 0 2022
A0.5
AERIAL VIEW IN/
EXISTING NOUSE
SEC.70-75 (J)(2)(A):THE REDUCED SETBACK
WILL NOT SUBSTANTIALLY ALTER THE
CHARACTER OF THE WATERFRONT IN THE
IMMEDIATE VICINITY, INCLUDING ANY OTHER
PROPERTIES FACING ONTO THE SAME COVE
OR STRETCH OF WATERWAY
NOTE
NEW HOUSE IS SET BACK FROM
BULKHEAD 5'-0" MORE THAN EXISTING
HOUSE BEING DEMOLISHED
AERIAL VIEW W/
PROPOSED HOUSE
THE HOME OPPOSITE THE PROPOSED RESIDENCE HAS A 16-0"
SETBACK. THE PROPOSED RESIDENCE IS SET BACK 301-0",
MEETING THE MINIMUM REQUIREMENTS. THEREFORE, IT
DOES NOT ALTER THE CHARACTER OF THE WATERFRONT IN
THE IMMEDIATE VICINITY, INCLUDING OTHER PROPERTIES
FACING ONTO THE SAME COVE OR STRETCH OF WATERAY.
4zt- P7,7 r4
A : i _
Town of Gu
Revisions
Project Numbe,: \
21144
6100 Broken Sound Pkwy. NW - Suite 8 - Boca Raton FL - 33487
2 LU&
f Stream, FL
SITE PLANAPCHITECTUTE
EVIEW
Date 1/10,2022
Drawn I O.cAN
Date I Appoval
Da
te I Pui m
Dare l COM n
AA0002i40 0 2022
SPECIAL EXCEPTION SETBACKS
I/B'. 10
A0.6
Project Number:
21144
SEC.70-75 (J)(2)(B): REDUCTION OF THE
REAR SETBACK IS NECESSARY TO
ENSURE ADEQUATE BUILDABLE AREA
INTRACOASTAL
WATER
THE REDUCED REAR SETBACK IS USED TO ENSURE
ADEQUATE BUILDING AREA PROVIDING CONNECTIVITY
TO THE OUTDOORS FOR VIEW, LIGHT, AND NATURAL
AIR.
WATER
SPECIAL EXCEPTION SETBACKS
A0.7
Project Number:
21144
REAR VIEW FROM COVE INLET
SEC.70-75 (J)(2)(C): THE REDUCED SETBACK
ALLOWS FOR A MORE ATTRACTIVE
ARCHITECTURAL DESIGN AND MORE
PRACTICAL HOME LAYOUT.
PROPOSED
RESIDENCE
WATER
THE REDUCED SETBACK ALLOWS FOR A MORE
ATTRACTIVE ARCHITECTURAL DESIGN AND PRACTICAL
HOME LAYOUT BY PLACING A ONE STORY PORTION IN
THE SPECIAL EXCEPTION AREA AND ALLOWING A
MASTER SUITE WITH LIGHT AND AIR ON THREE SIDES,
TAKING ADVANTAGE OF VIEWS TO THE INTRACOASTAL,
INLET, & COVE
to
o
o
t
,�
WATER
To
SPECIAL EXCEPTION SETBACKS
•0
E
0
C7
Revisions
SITE RAWARCNITECTISE
REVIEW
Date 1/10/2022
Date I Approval
Date I Pon*
Date I Connoction
AA00023e0 0 2022
A0.8
74-01
am, FL
Project Number
21144
•
INTRACOASTAL
WATER
•
SEC.70-75 (J)(2)(D): ANY PORTION OF THE STRUCTURE
WITHIN 50 FEET OF THE WATERWAY (BULKHEAD)
SHALL NOT EXCEED ONE STORY WITH A MAXIMUM
HEIGHT OF 20 FEET, EXCEPT THAT FOR LOTS LESS THAN
120 FEET IN DEPTH THE SETBACK FOR TWO-STORY
PORTIONS SHALL BE NO LESS THAN 33 PERCENT OF
THE LOT DEPTH
17.0 SIOE
MCP OCCESSOPT
PC011
•
i
lb
10
WATER
THE SOUTH SETBACK FOR THE 2 STORY
PORTION EXCEEDS THE 50'-0" REQUIRED
SETBACK BY 11-7". THE 1 STORY PORTION
MEETS THE 30'-0" REQUIRED SETBACK.
SPECIAL EXCEPTION SETBACKS
Revisions
:1 12
1 of
SITE PLAWARCNITECTLRE
REVIEW
Date 1/10/2012
Dave I Checked _.I--
Wre IApproval
Date I Peron
Dale ICnnsbuceon
AA0002340 et 2022
A0.9
,t;ji 1=L
SITE CALCULATIONS - RS -C ZONING DISTRICT
ALLOWABLE
PROPOSED
SECTION 70-70 FLOOR AREA CALCULATION
FLOOR AREA
CALCUATIONS
IN° I TE'
II ALL FLOOR AREA LIDER A SOLID ROOF WI -ETHER OR NOT TIE AREA IS
ENCLOSED W1TH WITH WALLS.
21 AREAS UNDER AWMNGS WITH LEG SUPPORTS OR 11-0SE 1HAT EXTEND MORE
THAN T-REE FEET OUT FROM A STRJCTIRE 40AI I CONT AS OE'.LAIF,
3/ FLOOR AREA UNDER CEILINGS WHICH ARE HIGHER THAN 15 55A11 CONT
AS DOUBLE.
4/ AREAS HIDER SCREEN FNCLO5LRE5 SHALL CONT AS ONE-HALF
51 AREAS LEWD? EAVES OR ROOF EXTENSIONS OF 21/2 FEET CR LESS SHALL NOT
BE INCLUDED.
61 AREAS IN BASEMENTS SHALL BE INCLUDED AS 75 PERCENT WIEN IT IS LOCATED
COMPLETELY UNDER THE FIRST FLOOR FOOTPRINT AND HAS NO OUTSIDE ENIRANC`
AREAS IN BASEMENTS WITH AN OUTSIDE ENTRANCE .^HPI I 1 EE INCLUDED
AS 100 PERCENT
7/ AREAS IN ATTICS THAT CANNOT BE USED FOR LIVING AREA SHALL NOT EE
INCLLDED IF THE CELING /EIGHT DOES NOT EXCEED 6 1/2 FEET AND E ARE
NO HER
WINDOWS.
FIRST FLOOR A/C 4.640 SF
SECOND ROOK A/C
• MAIN HOUSE 2.107 SF
SECOND FLOOR A/C
• G EST H0USE 518 SF.
TOTAL A/0 7.265 SF.
GARAGE 694 SF
COVERED ENTRY 152 SF.
COVERED LOGGIA 588 SF
TOTAL 8.699 SF.
SECTION 70-71 ROOK AREA RATIOS
SITE AREA FOR FAR CALCLLATION • 30.600 SF. 10.70 ACRES/
FAR ALLOWED
FIRST 20.000 SF. .33 .33 X 20.000 SF. 6.600 SF.
PORTIONS OVffi 20,000 SF. 20 20 X 10.600 5E 2.120 SF
8.]20 SF. TOTAL 4LOVED
8099 SF.
SECTION 70-73 TWO STORY STRUCTLRES
SECOND FLOOR AREA
05 X FIRST ROCK AREA. 05 5 6.063. 3,031 3,031 SF. PLOWED
2.625 SF. 43.310F FIRST FLOOR
SECTION 70-81 MAX LOT COVERAGE
LOT COVERAGE
7.650 SF. • 256 OF LOT
6,074 SF. 1980 OF LOT
IMPS V IOUS AREA
IMPERVIOUS AREA
5.458 SF
SECTION 70-148 PERVIOUS AREA
PERVIOUS AREA
MIMM14 LANDSCAPE) OPEN SPACE OF 408 OF TIE LOT -12,240 SF.
25,142 S.F. - 8221
SECTION 70-74
SECTION 70-75 SPECIAL EXCEPTION
SETBACKS
11(18 -15E AVERAGE SETBACK
SETBACKS
OF 11E TWO ADJACENT
RRONT PRINCIPAL - 30'-0' MINOR ACC. - 25-0'
SIDES TOTAL OF BOTH SIDES SHALL
BE 308 OF TIE LOT WIDTH, HOWEVER,
NO SINGLE SIDE SHA11 BE LESS 11 -LAN 15-0'
IvECH EQUIPMENT - (MINOR ACCESSORY SETBACK) - IS -0'
WATERFCNI LOTS ON EITI-EI2 SIDE OF TIE SLB.ECT PROPERTY
35'-0'
303 OF 160'-O • 40-0'. S0,
24'-0' AND 24-0'
24'0' ON EAST.
24-0' ON WEST
14-6' TO EAST AC WITS
31-4' TO WEST AC. WITS
31'-4' TO POOL EQUIPMENT
24'-8' TO G93ATOR
SECTION 70-76 AND 70-100
MAX. BALDING 4EIGHT
35'' (INCLUDING ROOF FEATURES/, OR 21/2 STORES
28-10' TO TOP OF ROOF
30'-6' TO CHIMNEY CAP
SECTION 70-77
MAX. FIRST FLOOR EDv.
GREATEST OF 11 -ESE
11.7.0 FEET 8AVD
2/ 15 FEET ABOVE CROWN OF ADJACENT ROADS
3/0.5 FEET ABOVE 11-E AVERAGE EXISTING GRADE OF TIE BUILDABLE
AREA OF 71E LOT
750' NAVD
SECTION 70-78 SEAWALL 4 -EIGHT
MAX. ALLOWED
I/ 46.0 FEET NGVD OR ITS EQUAL IN NAVD
60' NGVD (45 NAVD/
SECTION 70-79
PARKING
MN 2 CAR GARAGE
MN 2 SNEJCLOSED OFF 511,1=1 SPACES
3 CARS IN GARAGES
2 CLEF 5Iid21 SPACES
SECTION 70-80 LANDSCAPED OPEN SPACE
MIN REWIRED
401 OF LOT AREA 04 X 30.600 SF. • 12240 SF. MINI
24.934 SF 118581
SECTION 70-100 /Cl ROC? AND EASE 4EGGHTS
EAVE 1 -EIGHTS
81,17 FOR ONE STORY PORTION
DI5CORAGED BUT ALLOWED T014-0'
20-6' OR LESS FOR TWO STORY PORTIONS
DISCOURAGED BUT PLOWED 27-24'
HEIGHTS MEASURED FROM TOP OF FIRST FINI51-ED BOOR TO 11E HIGIE5T
EXTERIOR POINT OF 1IE ROOF.
EAVE 4EIC11T IS MEASURE) FROM 14E TOP OF 11E FIRST FINISHED FLOOR TOTE
TOP OF TIE ROOF BEAM AT THE ED OF 14E BEAM (TOP OF FLASHING/
/EIGHT OF AN ENTRY FEATURE IS MEA5l.RED FROM THE FINISH FLOOR ELEVATION
TO 3E LPPE2 PORTION OF ANY BALCONY RAILINGS, DUTW GABLE OR OTHER
SUCH ARCHITECTURAL EB.ENRS
OVERALL BUILDING IEIGHT.,
30'-0'
TOP OF ROOF
28'-10'
FEST FL0OR SAVE HEIGHTS
9-O' AND 9E 1/7
SECOND FLOOR EAVE 4EICH4T5'
161-61/7 AND 20-0'
141-1 TO TOP OF BALCONY PIER
SECTION 66-263
ACCESORY BLDG. RE0MT5.
SASE AS PRINCIPAL ST0-G1LRE EXCEPT PAVING, DECKING, NO GREATER THAN
4' ABOVE SLRRCUONG FNI54El C-READE ELEVATION, LP TO 3 FEET FROM
PROPERTY LIE, PROVIDED THEY ARE SCREENED BY A WALL, FENCE CR 4EDGE
AT LEAST FOR FEET HIGH
LOCATION MAP
STREETSCAPE
558 BANYAN RD.
PROPOSED RE5IDENSE
570 BANYAN RD.
560 BANYAN RD.
INTRACOASTAL
15-01
UTILITY
rASE1
�N-
N-
•
2P-2'
oO
O a
U
O m
r � Q 0 cn
U_
24'2' TO GENERATOR
A/C E2-1-.
31'4' 01vACH. EQUIP I__•i
12'-0' SIDE
YARD
MINOR
ACCESSORY
SETBACK
(POOL)
29'-0' I TWO STORY
PORTION SETBACK
241-0'
SIDE YARD SETBACK
305 OF LOT WIDTH FROM
BULKHEAD 10 BL KNEAD
SPREAD OVEN BOTH SIDES
BUT NO LESS THAN 15'=0'
160'-0' x1300. 49
S84° 34' 17" E 160.00'
11'-6'
111'-10' BUILDING OVERALL
PROPOSED
RESIDENCE
1
T
NEIGHBOR
NT�.I
PROPER
TY
LINE
j EDGE OF
PAVEMSJT\
00000(4
Sa
N84° 34' 17" W 170.00'
WATER
GRAPHIC SCALE (FT.)
FROM
ENTRY
WALL TO
REPAIRED
XISTING
E
1-4' 22'-4'
1
2P
0'
1T-0'
SIDE YARD
MINOR
I ACCESSORY I
IETBACK (POOL.
29'-0'
I TWO STORY
PORTION
SETBACK
'toy -A/C 61
,A/C S
�A/C A,
19'-6' TOI NECH. EQUIP
EXTERIOR
p1OWER 4'-0'
,- SIDE Y4RD SETBACK
301 0 LOT WIDTH
FROM BULKHEAD
TO BLLKJ-LAD SPREAD
OVER BOTH SIDES
BUT NO LSS THAN 15'-0
160'-Ol, X 300 = 48'
9•n
NORTH
SEE ATTACHED SURVEY
FOR LEGAL DESCRIPTION
5' 0'
TI _IT
ASE/MENT, O
b
0.6
0=
In
2
J
WATER
Tow
Project Number:
21144
•4r
•rr
Revisions
rd
O
C•D
N
B
tb
14
8
B
B
F
i 1 1- [u
of Gulf Sire
NOT FOR CONSTRUCTION
Date
thaw, I01eckd
Date !Approval
Date !Pelmet
Date I Cnmauceon
Seal,
1/10/2022
AA0032340 4, 2022
0 1 2 3 4 5
10
15
20
SRE PLAN
A1.0
Project Number:
21144
8'-0" 2';0;-0 4" 5'-6"
CABANA
I FPO.ATER
0 G.
O' CLG
4'8' X 5'4'
FAMILY
ROOM
0' CLG. IY
20' X 174
3'-2"I,1
5 0" II ' -8
21-0"
GARAGE
RAT CLG
33' X 22'4'
I PANTR
FLAT C
10' CLG
X5'�
KITCHEN
FLAT CLG
0 CLG
23'4' 4'8'
LOGGIA
VAULTED C
FROM 10
7 X 28'4'
AREA CALCULATION
1ST FLOOR A/C
4.640 SQ. FT.
2ND FLOOR A/C AT MAIN NOUSE
2,107 SQ. FT.
2ND FLOOR A/C AT GUST SUITE
518 SQ. FT.
TOTAL A/C
7,265 SO. FT.
GARAGE
694 SO. FT.
COVERED ENTRY
152 SQ. FT.
COVERED LOGGIA
588 S0. FT.
TOTAL NON A/C
1,434 SO. FT.
TOTAL
8,699 SO. FT.
77-I 3/8"
111'-10" BUILDING OVERALL
9'-0" 10�
1"-
LAUNDRY
FLAT CLG.
10 CLG.
408' X 6'
J
ROOM
O"75 \,.
O
FiATCL .
0' CLG.
18' X 14'8'
I I I' -10° BUILDING OVERALL
17'-8"
10'-10"
5,-5"
EENTRY� `
•
•
•
-r
5,-5"
HIS
W.I.C.
RAT CLG
10 CLG.
8' X II'
EXERCISE
BEDROO #2
COFFERED
10'/11' CLG.
15' X 15'4'
HER
W.I.0
FLAT
10' CL.0
14' X II'
MASTER
BEDROOM
CU -I -DEED CLG.
10'/II' CLG.
278' X 14'
MASTER
BATH
FLAT CLG
10 CLG.
224' X 12'6'
24'-0"
N
A
110'-0" BUILDING OVERALL
KMslons
6100 Broken Sound Fir
s
B
S
S
Tow
FIRST FLOOR 17I‘,4
1 • 1'
A;1 12 L
i U' Gull ;.Su€
SITE FIANIAPC1-111ECTUif
REVIEW
Date 1/10/2022
Drawn I Checked ---I--
Dale I Approval
Date IPerm
Dare ICnnstmoon
AA0002340 0 2021
A2.0
741
�L
am, FL
Project Number \
21144
OPEN
WEST
BALCONY
III' -10" BUILDING OVERALL
BATH #3
FLAT CL
8'
I I I' -10" BUILDING OVERALL
RFCFa.@
JA:i 12
Town of Gulf
SECOND FLOOR PLAN
114'•1-0
Revisions
tat.
treani, FL
SITE PLAWARCNITECTEEE
REVIEW
Date 1/10/2022
Dra.n I Checked ---
Dan I Approval -
Date I PemN -
Date ICm.truction -
Seal:
AA0002340 D 2021
A2.1
0
c.,
771
r)
si
P`
.1 I' I' I N. I
W
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� g
c. ,:-. 7)
�1
�, , ,
588 Ba nya n Roa d
,r
Gulfstream, Florida
O,,,I
o
N
,''tom
6100 Bro ken Sound Pkwy. NW- Suite 8- Boca Rato
EL -33487
.A
_.
T
M
561.750.0445 AFBNI IARU-I1 ECPS.COM
/
IIIIIIIIIIIIIIIIIIIIIIibIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIiIIIihIIIIIIIIIIIII
AfA=1 .1A_ - A\
ELEV. 30'6
TOP OF CHIMNEY
ELEV 30-0
TOP OF BEAM
CEDAR SHAKE
ROOF TILE
DECORATIVE
SCUPPER
36 HIGH
ELEV 20'-0'
EAVE I D R.O e
SECOND BOOR
ELEV 16-6 I/2'
EAVE-EIGHTe
SECOND FLOOR
EAVE HEIGHT.
FIRST FLOOR
ELEV. P-0'
EAVE -EIGHT•
FIRST FLOOR
GUTTER W/
WATER LEADER
tXTERIOR LIGHT
FIXTURE
LOUVRE
GARAGE DOOR
11
0
0
2
5
0
1
0
U
0
0
—DECORATIVE
SHUTTER
ELEV. 0-0'
(750 NAVE))
TOP OF REF.
SLAB
NORTH ELEVATION
1,4 • f-0'
ELEV. 30
EAST ELEVATION
ELEV 30-0'
TOP OF BEAM
ELEV 20-0'
EAVE-EIGHT
a SECOND FLR
ELEV. 16-6 1/2'
EAVE I-EIGHTe�
SECOND FLR
ELEV 12'-0'
TOP OF 2ND
ELFV.
EAVE HEIGHT<�
FIRST FLOOR
ELEV 0-0•
(7.50 NAVE))
TOP OF R.
SLAB
-4' 26-0'
-4' 13'-0' B' II' 6'
o
EXISTING PIER TO
BE REPAIRED
EXISTING FENCE ON
WALL TO
BE REPAIRED
XTERIOR LIGHT
FIXTURE
Revisions
10- 7F '"F
Town of Gu
SITE PLAWARCVITECTLRAL
REVIEW
Date 1/10/2011
Pawn l Oxrkd ---I--
Darc I Approval -
Da0 IPennrt
Da0 IConsewuon -
Seal:
2 Vd
Stream, FL
WALL AND PIER
1?•ro
EXISTING ENTRY GATE ELEVATION
I
AADW2340 O 2022
A4.3
ELEV'
_.," TOP OF CHI/BEY
,ELEV' 30'-0'
TOP OF BEAM
ELEV 20'-0'
EAVE1-EIGHT
\ • SECOND FLR
o ` ELEV 16-6 I/2'
o o EAVE 1EIGHT
•�
o SECOND FLR
�� \\.-..- SECOND
12'-0'
-� - TOPL�OF 2ND
EIFV 9'-0'
EAVE HEIGHT.
FIRST FLOOR
ELEV: NAVD)
0.50' 0-0
-OP OF REF.
SLAB
SOUTH ELEVATION
1/a •r-0
ELEV: 30'-6•
TOP OF (2-T/mFY
ELEV' 30'-0'
TOP OF BEAM
ELEV: 20'-0•
SAVE 1 -EIGHT
• SECOND PLR
ELEV./6-6 1/2'
EAVE HEIGHT.
SECOND RR
0
$
0
b
ELEV' 0-0
TOP
SLAB REF.
WEST ELEVATION
1/a • r-0
0
Project Number:
21144
Revisions
JA,,
TOM ot6
SITE PLAN/AECHITECTLRAL
REVEW
Date 1/10/2022
Drawn I Checked ---ti-
Date I Approval -
Date IPermit
Date I Consttunon
Seal:
1
n
t\i bttedii1, FL
0A0002340 0 2022
A4.4
Project Number:
21144
WINDOW / WALL RATIO CALCULATION
A
B
C
D E F
TOTAL
WALL
AREA
FT.
365
SOFT.
1,844
SOFT.
38
SOFT.
337
SOFT.
3.106
SOFT.
DOOR a
WINDOW
AREA
143
SOFT.
119
SOFT.
539
SOFT.
0
SOFT.
78
SOFT.
944
SOFT.
WINDOW/
WALL
RATIO
35.7%
32.6%
29.2%
0%
23.1%
3041
0
BEM PP7
10.0F 30 RCM
SOUTHWEST / REAR ELEVATION
V6 -r-0
0
a
co
T.
0
8
•
fFze'
-r
Revisions
own of Gulf
SITE H.PN/Aeuenecuue
REVIEW
Date 1/10/2022
Uavm I Checked ---I—.
Date IA10oval -
Date I Per.
Date I Constr.. -
Seal:
WINDOW/WALL RATIO CALCULATION
I/4' - f-0
M0002340 0 2022
A4.5
SITE DATA
X 3
TREN
ERF
IP.e.sz4, AS 'A Teen./
INTRACOASTAL WATERWAY
(P.O. 24. PG. 73. PBG.R)
3.50
744
SUN
SHELF
SFORMEP
2- WATER
SERVICE
GARAGE FLOOR
VARIES 7.00 TO 7.17
ROOF DOWNSPOUT
(TYPICAL)
SWIMMING
POOL
LOT I AND a
INLET (PRIVATE)
(P. B. 24, PG 73. P. B C.R)
LF 6"
N -I2
a
LF R" - AD
SINGLE FAMILY
RESIDENCE
7.50 NAND (FINISH FLOOR)
7.33 NAVD (TOP OF SLAB)
DRIVE + 0.50
IEEWFR
SERVICE
;=LF='�D�N�1�___
OUTDO
SHOW
5 75
30 FT REAR SETBACK _ - 7. 4.25
16 LF -r,s --12 =
6
.--_- ... A05 6 LF 6" NAVD
..�
4. ...1. ....
DRIVE + 0.
2
ADS IN -12
7 12"
ADS -12
20 F 3 FT 3
EX LTRATION TR
W/ 2" PERF AD
EXISTING LIFT
STATION ASSEMBLY
TO REMAIN
SITE MAP
OWNER
ENGINEER
SURVEYOR
SITE ADDRESS
PARCEL ID0
FLOOD MAP
FLOOD ZONE
JAMES R. 3R & NADIA DAVIS
588 BANYAN ROAD
DELRAY BEACH, R. 33483
SCHULKE, BITTLE & STODDARD LLC
C/O WILLIAM P STODDARD Ph. D., P.E.
1717 INDIAN RIVER BLVD SUITE 201
VERO BEACH, FL 32960
(772) 77D-9622
AVIROM & ASSOCIATES, INC
50 S.W. 2ND AVENUE, SUITE 102
BOCA RATON, FL 33432
(561)392-2594
588 BANYAN ROAD
TOWN OF GULF STREAM
20-43-46-03-02-ODO-0010
1209900981 F DATED 10/5/2017
DRAINAGE CALCULATIONS
DESIGN STORM EVENT 1' INSTANTANEOUS STORM OVER ENTIRE SITE
VOLUME OF RENTENTION REQUIRED= O X 1 HR
r, CIA
INTENSITY. I= 1INMR
RUNOFF COEFFICIENT. C=10 (IMPERVIOUS) c 0.2 (PERVIOUS)
WEST BASIN
IMPERVIOUS=]012 SF PERVIOUS= 7.586 SF
VOLUME = I(7.012 SF)11D) W(7,568 SF)10.2)1 X (1INIHRII2 INFT) x (1 HR) = 711 CF
EAST BASIN
IMPERVIOUS= 6,115 SF PERVIOUS 9885 SF
VOLUME = I(6.115 SFI(1.0)PlOADS S910.21I x (1IWHR112 INFT) x (1 HR) = 670 OF
TO RETAIN THE REQUIRED VOLUME THE RUNOFF FROM THE SITE IMPROVEMENTS
IS GATHERED AND DIRECTED INTO THE STORMWATER MANAGEMENT SYSTEM.
CH IS COMPRISED OF 2 EXFILTRATION TRENCHES THE TOTAL LENGTH OF
EXFILTRATION TRENCH WAS CALCULATED USING SFWMD METHODOLOGY
PLEASE NOTE. THE SRNMD FORMULA INCORPORATES A FACTOR OF SAFETY OF
HYDRAULIC CONDUCT IVITY
PER THE'SOIL SURVEY OF PALM REACH COUNTY THE SOILS ON THE SITE IN
THE VICINITY OF THE TRENCHES. HAVE THE FOLLOWING APPROXIMATE
CONDUCTIVITY AND WATER TABLE ELEVATION
W- txt0A 6&SF-FT HFAD OR 26 FTNAY
ATER TABLE ELEVATION = T50 NAVD
WEST EXFILTRATION TRENCH DESIGN
▪ - x10'4 CFSSF-FT HEAD
=45
Ds=3
w-3
REQUIRED, 16 5 LF
PROVIDED L= 2000 LF
TOTAL VOLUME PROVIDED= ]]e CF> 7116
EAST EXFILTRATION TRENCH DESIGN.
POLO COVE (PRIVATE)
(PB 24, PG. 73, PEER)
FINISHED GRADE
TRENCH WIDTH
EXFILTRATION TRENCH DETAIL
12"
V=670 CF. 019 AC.IN
N=301,10. CFS/SF-Fr HEAD
EH=i6
= 9
O ,=
3 1 WW=
REQUIRED L= 15
PROVIDED L= 2000 LF
TOTAL VOLUME PROVIDED= 883 CF> 670 6
P0LYPRPOLENE
FILTER FABRIC
FOOT INDEX NO
199, TYPE D-3
WASHED RAI IAST
ROCK (MIN 50%
VOIDS)
SPOU
IIIII IIII/ IIIIIIIIIIIIII
North
GRAPHIC SCALE
10
( DI FEET )
1 inch = 10 1t.
DRAINAGE STRUCTURES
CDADS IN LINE DRAIN
W/12" STANDARD GRATE
TOP = 3.00' NAND
S INV = 1.00' NAVD
p_2 W/12" ST IN UNE DRAINS
TOP =STANDARD GRATE
TOP s3.1 VD NA
N INV =3.00' NAVD
INV - 3.30' NAVD
E E.31' NAVE
M/ RAF W/ BAFFLE
D-9 NYLOPLAST DRAIN BASIN
W/12" STANDARD GRATE
TOP = 590' NAVD
N INV = 2,50' NAVD
S INV = 3.48' NAVD
W/ BAFFLE
p_4 NYLOPLAST DRAIN BASIN
W/12" STANDARD GRATE
TOP = 590' NAVD
N INV = 3.70' NAVD
SE INV - 3.70' NAVD
CD400 IN 046 DRAIN
TOP' DOME GNATS
TOP =6.80' NAVD
NM INV = 0.44' NN AVD
D-6 ADS IN UNE DRAIN
W/8" DOME GRATE
TOP = 6.80' NAVD
N INV = 0.57' NAVD
0_7 3"TRENCH DRAIN
SEE LANDSCAPE roR
SPECIFICATIONS
TOP - 6.96' NAVD
INV = 4.75' NAVD
DRAINAGE DETAILS
'6- FiRE SCREEN
FOR RODENTS
(OPTIONAL)
6" SCHEDULE 80 PVC
45' BEND (SCH 80 PVC)
8" DIA. US TYPES0 INLET 6 OUTLET ADAPTERS
& PVC (REFER VARIOUS
0' 36 FOR CORRUGATED HOPE
TO DRAINAGE IS NI2R1ANCOR DUAL WAIL. TOSHANCOR
D PLAN) x�KKWA SOPLT. N12 HP. PVC SEWER HEX R 35).
WATERTIGHT PVC OW✓IED SCR 401. PVC COOWCBOS.
CONNECTION CORRUGATED 6 RUBED PVC
ADS N-12
SEE NOTE #2 1S O
SLOPE
DOWNSPOUT COLLECTOR DETAIL
NTS
PIPE 4.6T SE sa-EME la PvG
KN. won. m Amman,. T. Room,' sarEFN motoNccoNme.cToFt
ORAN BASIN
TOPSOIL-SPATUDDVER
4' NINON B'-24'
N' NINON 30'
IN LINE DRAIN
166 BAD:FILL MATERIN. 5.1 BE CRUSHED
TONE OR OTHER HE ULAR MATER. MEETING
REDU REMPT5OF GLOSS, GUS, II. OP
CLASS III MATERW AS DEFINE /N AVM 02321
BEDDING, BACKFILL FOR SURFACE ORNNAOE
INLETS SHALL BE RACED 6
UNIFORMLY IN ACCORDANCE YniAA M 51T®321
NYLOPLAST DRAINS WITH STANDARD GRATE
NIS
CDADS IN UNE DRAIN
W/8" DOME GRATE
TOP = 6.80' NAVD
W INV =4.51' NAVD
E INV - 4S1' NAVD
NYLOPLAST IN UNE DRAIN
w/8" DOME GRATE
TOP = 6.80' NAVD
W INV - 4.20" NAVD
S INV - 4.20' NAVD
NYLOPLAST DRAIN BASIN
W/12" STANDARD GRATE
TOP - 6.60' NAVD
N INV = 4.05' NAVD
E INV =3.47' NAVD
NYLOPIAST DRAIN BASIN
W/12" STANDARD GRATE
TOP = NAND
2.0 T0 INV = 2.80' NAVD
N INV - 1.40' NAVD
w/ BAFFLE
NYLOPLAST DRAIN BASIN
W/12" STANDARD GRATE
TOP = 0' NAVD
S INV ="1 .40'NAVD
W INC - 1.TB' NAVD
N INV = 2.50' NAVD
WI BAFFLE
NYLOPLAST DRAIN BASIN
W/B" SOLID CAP
TOP = 4.75' NAVD p
W INV = 2,20' NA
5 INV = 2.25' W1 kE" f Ir
ADS INUNE DRAIN
W/12" STANDARD GRATE
TOP - 3.00' NAVD
W INV = 1.00' NAVD
NYLOPLAST DRAIN BASIN
B/12" W/12" 5000 CAP
TOP - 6.00' NAVD
S INV - 3.00' NAVD
N INV = 1.26' NAVD
TOP OF WEIR = 4.50' NAVD
6' TRENCH DRAM
W/TRAFIC BEARING GRATE
TOP = 3.50' NAVD
E INV - 1.50' NAVD
ADS IN UNE DRAIN
W/I2- STANDARD GRATE
TOP - 3.00' NOD
W INV = 1.26' NAVD
NYLOPLAST DRAIN BASIN
W/12" SOUD CAP
TOP = 5,00' NAVE
B INV - 2.40' NAVD
E INV - 1.25' NAVD
TOP OF WEIR = 3,40' NAVD
12 :,.
Town of Gulf Stream
INTEGRATED DUCTILE IRON
GRATE TO MATCH BASIN 00
Top
zvpo1":"'E z0 aew wwwLl.xlz,e.elu svrtn H'.ze'I
ADAPTER ANGLES VARIABLE
0' -360" ACCORDING TO PLANS
NYLOPLAST DRAIN BASIN WITH DOME GRATE
NTS
VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6' MIN ON B' • 24', 10' MIN ON H.
IT MIN ON 36'
BASED ON MANUFACTURING RED.)
O. MIN ON 6'. 24'
36'636'
THE RACKRU. MATERIAL 6.1 BE CRUSHED
57066 OR OTHER MATERIAL
MEETINGHE REQUREME GRANULAROFGLSS,,
MATERIAL IS DEFINE➢ IN
ASTM°MI BEDDING 6B OTU FOR
SURFACE DRAINAGE INLETS SHALL BE PUCE)
C A, TEDUNIFORMLY IN ACCORDANCE
WI.
o`
S
23
SITE PLAN
PROPOSED RESIDENCE
050000 F£RPFICABBl1
❑ 40YPN W NORAAE
AL REG. R0. 42048
❑JIDW1 B. BT11£
FL REG. N0. 57396
0pww MOWN
FL REGPNO. 57605
DATE: 10/22/2021
SHEET
Cl
PROJECT NO.
J 21-198
DPRMBGABB 51fi`.:
•..1'11
15
13
12
11
10
5
3
2
0
NAw
15-
13-
12
11-
10
-
7
a-
5
3
2-
EXISTING
CONCRETE
✓� BULKHEAD
PROP
OSEP
GRAD
7Sza, LINE
EXISTING
CONCRETE
BUIHHEAD
RIVE + 0.50
DRIVEWAY
`EXISTING
GRADE
PROPOSED
GRADE
\_EXISTING
GRADE
20 LE 3 FT X 3 FT
EXFILTRATION TRENCH
W/12" PERF ADS
WEST PROPERTY LINE
FIRST FLOOR
).50 NAw (FINISH FLOOR)
7.33 NAw (TOP OF SIFB)
15
1{
73
12
11
10
e
2
1
0-
NAw
8
PROPOSED
GRADE
EXISTING
CONCRETE
BULKHEAD
SOUTH PROPERTY LINE
`EXISTING
GRADE
15 -
13
12
11
10
g-
5
5-
2-
-
NAw
g
8
PROPOSED
GRADE
SCALE 1,5'
DRIVEWAY
\EXISNNG
GRADE
PROPOSED
'-SRE/RETAINING
WALL
NORTH PROPERTY LINE
SCALE 1,5'
21 w 1. J C3 E; to
I; 1 t
Town of Uu t bt(eafn, FL
DS
e
8
8
10
CROSS SECTIONS
PROPOSED RESIDENCE FO
rig
ENTBNEER CEROFlCATIDV
❑ JOSEPH W SLHI[XE
FL REG. N0. ♦ M
❑ JODAH B. RIT11F
R REG. NO
.1:103 PE P. 17005
FL REG. NO. 5]605.
DATE,, 10/22/2021
SHEET
C2
PROJECT N0.
21-198
0cuS,gne5 by:
�W J451161TA6AIIG
INLET (PRIVATE)
(P.B. 24, PG. 73, P.B.C.R.)
5 A. PG. CA P60.R.,
INTRACOASTAL WATERWAY
(P.B. 24, PG. 73, P B.0 R.)
COO.,. vaAcs)
I
LOT 1 AND A
PORTION OF
LOTS 2 & 2A
(P. B. 24, PG. 73, P. B. C. R. )
III
II
ti
a€
it
I
)
C
CONC.
VARIES.,
DOFK
POLO COVE (PRIVATE)
(P. B. 24, PG. 73, P_13 C. R.)
F.P.L. TRANSFORMER
10
GRAPHIC SCALE
5 20 20
UN FEET )
1 i ch 10 ft
30
20
SU — Single Unit Truck
Overall Length
Overall Width
Overall Body Height
Min Body Ground Clearance
Track Width
Lock —to —lock time
Curb to Curb Turning Radius
30.000ft
8.000ft
1 1 .881 ft
1 .367ft
8.000ft
5.00s
42.000ft
SU Jingle
BANYAN ROAD
(PSV 24. PG. 73 Peca)
L' L„ f 1
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DATE: 10/22/2021
SHEET
C3
PROJECT NO.
21-198
�ecusbn. (by.
W JKIw'6R4
588 BANYAN RD.
Project Number:
21144
PROJECT TEAM
GVI'_ ENDNE62
SCv 16FR:TTLE E STODDARJ. LLD.
570 RDIAS RIVER 9.9D. Sl'TE 2D
23010407 FL 32920
PONE P2-770-%22 FAk-P2-77094%
LANDSCAPE A2C5DECT
PET 03 10909 PRCFE5010VA!.5
15 041 7TH TERRACE
BOCA RATON. FLORIDA 33436
ROE5H-702-0136 FAX 561-333-75a3
BOLDER
MARK TIMOTPT,, INC.
41 SE 5, 970E-7. 250 a.0OR
80CP BATON FL02DA 33432
P -one 561-272-6552 FAX 551-272-557'
SA 1LL1 MX
519T
DESDRIPTIOJ
AO -0
COVER 5'—E=
4102
tiIG-802 EXIEPI00 PHOTCG0AP.S
A0.2
EXISTING EXTERIOR P,lOT000RAP.I5
81.0
SITE PLAN, CALOLATION'S, STREETSCAPE
A2.0
FIRST FLOOR PLAN
A21
SECOND FLOOR PLAN
A50
ROOF PLAN
A4O
ENO2T`0AST/ERONTRY N TELEVATION.
E EVATII I'.NNDRTHWEST/RIGWT SIDE ELEVATION'.
A41
SOUTHWEST/REAP ELEVATION, SDP-EAST/LEFT SIDE ELEVATION
46.2
RENDERINGS
LI
EXISTING TREE PAN
L2
LANDSCAPE PLAN
L3
PLANT LIST E NOTES
E4
LANDSCAPE ELEVATIONS
CI
SITE PLAN
CT
CROSS SECTIONS
CS
CONSTRUCTION ACCESS E TRAVEL ROUTE
Revisions
8
RECO
(c1 2:
'fOWr1Of GUif
SIZE P,JWOJ?OI1ECTSRE
REVEW
Date 10/25/2021
Dravnl0e4Mi --9--
Dee IAmon, -
Date IP mM -
Date IG4xetructen -
Seat:
AA0002340 O 2021
A0.0
QED
' 21
Stream, Fl.
555 BANYAN S RD.
NT
560 BANYAN RD.
NTS.
570 BANYAN RD
PROPOSED RESIDENCE
•
•
Revisions
10- RECFIV
1 OCT 21
Town of Gu\i St
SITE PLAN/ARCHITECTURE
REVIEW
Dire 10/22/2021
Gzxn!Checked ---
DirelAppiovil -
Dire I lbmrt
Date ICnnsbuehm -
Seal
021
'earn, FL
588 BANYAN RD,
NEIGHBORING EXTERIOR PHOTOGRAPHS
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SITE CALCULATIONS - RS -C ZONING DISTRICT
ALLOWABLE
PROPOSE
SECTION 70-70 FLOOR AREA CALCUATION
FLOOR AREA
CALCULATIONS
160010E
II 411 FLOOR AREA UNDER A SOLID ROOF VA -ETHER OR NOT TIE AREA IS
ENCLOSE WITH WITH WALLS.
O AREAS LITER AWNINGS WITH LEG S.FPORTS OR THOSE 11 -NT EXTEND MORE
15-6116154768 FEET OUT FROM A STRUCTURE 56-6611 COUNT AS 01•E+ASF.
31 FLOOR AREA LITER CEILINGS VMCH ARE HIGHER THAN 15 SHALL MINT
AS DOIBIE
Al AREAS LEOE2 SCREEN B0IOSRES SHALL COVET AS ONE-HALF
51 AREAS D NS OF 21/2 FEET OR LESS SHALL NOT
BE INCLUDED. DOER EAVES OR ROOF EXTENSIONS 84
6) AREAS IN IJ' NNTS SHALL BE INCLUDE AS 75 PERCENT WHEN IT IS LOCATED
ENTRAJm
COMPLETELY W H2 711E FIRST FLOCK FOOTPRINT AND HAS NO INCLUDED
AREAS N BASEMENTS WITH AN OUTSIDE ENTRANCE ERE EE INCLL
AS 100 IATTICS NOT BE
7l AREAS IN ATTICS THAT CANNOT EE USED FOR LIVING AREA TAND
INDUCED IF TIE CELING 1EICHJT DOES NOT EXCEED 6 1/2 FEET AND TLHRE ARE
NO WINDOWS
FAST FLOOR A/0 4.640 SF
SECOND FLOOR 4/0
• 144,14140 2607 SF
SECOND FL000 A/C
• 0E5T HOUSE 518 SF.
TOTAL A/0 7265 SF.
GARAGE 694 SF
COVERED ENT RY 152 SF.
OV
CHZE LOGGIA 588 SF.
TOTAL 8.649 S.F.
TOTAL/
SECTION 70-71 FLOOR AREA PATIOS
SITE AREA FOR FAR CALCI ATICN • 30600 8E10.70 ACRES)
FAR ALLOWED
FOOT 20,000 SF. 33 .33 X 20.000 SF 6600 SF.
PORTIONS OVER 20000 SF. 20 .20 X 10000 SF. 2120 SF.
8.720 SF TOTAL ALLOWED
8.699 SF.
SECTION 70-73 TWO STORY STRUCTURES
SECOND FLOOR AREA
0.5 X FIRST FLOOR AREA. 05 8 6065. 0031 3031 SF ALLOWED
2025 SF. 43.38 CF FIRST FLOOR
SECTION 70-81 MAX LOT COVERAGE
LOT COVERAGE
7050 SF. • 258 OF LOT
6074 SF. 19.81 OF LOT
IN4ERVIOL6 AREA
IMPERVIOUS AREA
5.458 SF
SECTION 70-148 PERVIOUS AREA
PERVIOUS AREA
MOWN LANDSCAPED OPEN SPACE OF 4010E TIE LOT -12240 SF.
28142 SF • 822%
SECTION 70-74
SlGTI0N.7O75 SPECIAL E%CEiION
SETBACKS
(71(118 - TIE AVERAGE SETBACK
SETBACKS
OF TIE TWO ADJACENT
FRONT PRINCPAL - 30' '. N4N0NR ACC. - 25'-0'
SIDES TOTAL OF BOTH SIDES 5 -ALL
6E 3010E TIE LOT 1710114 HOWEVER,
NO SINGLE SIDE SHALL EE LESS THAN 15-0'
NECH EQUIPMENT - (MINOR ACCESSORY SETBACK) -15-0'
WATER/FONT LOTS ON Ell -ER 510E CF 1VE SB.ECT PROPERTY
35-0'
3010E 160'-0' • 48'-0'. 50.
24'-0' AND 24-0'
24-0' ON EAST,
24-0' ON WEST
1977' TO EAST AC. WITS
31'-4' TO NEST AC. WITS
31-4' TO POOL EQUIPMENT
24'-6 TO GENERATOR
SECTION 70-76 AND 70-100
MAX. WILDING I -EIGHT
35-0' IINCLLDING ROOF FEATURES). OR 21/2 STORIES
28'-10 TO TOP OF ROOF
304' TO CHIMEY CAP
SECTION 70-77
MAX. POST FLOOR ELEV.
GREATEST OF TKSE
II 070 FEET EAT
D 1.5 FEET ABOVE CROWN OF ADJACENT ROADS
3105 FEET ABOVE TIE AVERAGE EXISTING GRADE OF TIE BUILDABLE
AREA OF THE LOT
750' NAVD
SECTION 70-78 SEAWALL )EIGHT
MAX. ALLOWED
110.0 FLEET NO/0 OR ITS EQUAL N N8VD
60 NGVD 145 NAVES
SECTION 70-79
PARKING
MIN 2 CAR GARAGE
MIN 2 UEYCLOSED OFF S IRct1 SPACES
3 CARS IN GARAGES
2 OFF SETT 1 SPACES
SECTION 70-80 LANDSCAPE OPEN SPACE
MIN REQUIRE
4010E LOT AREA 04 X 30000 SF. • 12240 SF, MIN
24.434 SF 118.511
SECTION 70-100101 ROOF AND SAVE IEIGHTS
EAVE )EIGHTS
8`17 FOR ONE STORY PORTION
D15GOLRAGED BUT ALLOWED TO 14-0'
22'-6' OR LESS FOR TWO STORY PORTIONS
DISCOURAGED 91T ALLOWED 22-24'
1 -EIGHTS MEASURED FROM TOP CF FIRST FINSED FLOOR TO TIE HIGHEST
EX 1GR10R POINT OF TIE ROOF.
EAVE HEIGH1 IS MEASURE) FROM THE TOP OF TIE FIRST FINISH) FLOOR TO TIE
TOP OF THE ROOF SEAM AT 11£ ED OF 11-E BEAU RCP OF FLASHING/
)EIGHT CF AN ENTRY FEATURE IS NEASIRED FROM THE FINISH FLOOR ELEVATION
TO TIE LPPER PORTION OF ANY BALCONY RAILINGS. DUTCH GABLE OR 01182
SUCH ARCMTECTLRAL BEIEN'TS
OVERALL BUILDING HEIGHT/
30'-0'
TOP OF ROOF
28-10'
FIRST FLOOR EAVE HEIGHTS
9-0' AND 04117
-CO'D FLOOR SAVE )EIGHTS
16'41/2 AND 20-4'
14'-6' TO TOP OF BALCONY PER
SECTION 66-263
ACCESORY BLDG. REOMTS.
SANE AS PRINCIPAL STRUCTURE EXCEPT PAVING, DECKING, NO GREATER THAN
4' ABOVE SIRROINDING FINISHED GREADE EEVATION, LP TO 3 FEET FROM
PROPERTY LINE. PROVIDED THEY ARE SCREENED BY A WALL. FENCE OR 1$%f
AT LEAST FOUR FEET HIGH
STREETSCAPE
588 BANYAN RD
PROPOSED RESIDENCE
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570 BANYAN RD. 560 BANYAN RD.
INTRACOASTAL
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15'-0 I
UTILITY
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29'-2'
12'-0' SOE
YARD
MINOR
ACCESSORY
SETBACK
(POOL)
24-C
SIDE YARq SETBACK
30% OF LOT IDS -1 FROM
BJLKIEAD 1'0 BULKHEAD
SPREAD OVER BOTH SIDES
BUT NO LESS THAN 15-0'
160'-0' X130%= 48'
L_
S84° 34' 17" E 160.00'
111'-10' BUILDING OVERALL
1
T
ADJACENT --.1
NEIGHBOR
PROPERTY
LINE
j EDGE OF
PAVEMENT
I'-4'1,1, II' -6' 11-4' 13'-0' lkl'-4'
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NM° 34 17" W 170.00'
WATER GRAPHIC SCALE (FT.)
[PONT
BE LL TO
_REPOSED
XISTING
29'-0'
SIDE YARD
MINOR
SACCESSORY
ETBACK IPOO4i
29'-0'
TWO STORY
PORTION
SETBACK
A/C tit
�A/C G4
-A/C B
A/C E
• 19'6' TOI MECH EQUIP
EXTERIOR I
OWES 4'-0'
iJ SIDE YARD SETBACK
30% OF LOT WIDTH
FROM BULKHEAD
TO BLLKI-EAD SPREAD
OVER BOTH SIDES
BUT NO LtSS THAN 15-0
160'-0', X 30% = 48'
401.1
I
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SEE ATTACHED SURVEY
FOR LEGAL DESCRIPTION
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Revisions
Project Number
21144
6100 Broken Sound Pkwy. NW - Suite 8 - Boca Raton FL - 33487
S
ECEIVED
T 27 2021
Df Gulf Strean
NOT FOR CONSTR0CTICN
)Arc 9/8/2021
Drawn ICNeckd ---F--
Dme 1010 0va1 -
Date I Perm4
Dee ICnnseuctian
Seal:
10002340 0 2021
A1.0
LL
0 1 2 3 4 5
10
15
20
SITE PLAN
Project Number:
21144
N. N.
I10'-0" BUILDING OVERALL
CO
'171 -
STORi
III' -10° BUILDING OVERALL
9'-0" T 0 9'-0" 2'-Oy 9'-0" Iy 10"
L • L
GARAGE
FLAT CLG.
0' CLG. `
33' X 22'4' .:.."
1CRC}1EN
FLAT CLG
10' CLG
23'4' 4'8"
LOGGIA
VALUED CLG.
92DM I FROM 10
IT X 28'4'
AREA CALCULATION
1ST =7002 A/C
4,640 SQ. FT.
2ND FLOOD A/C AT MAIN HOUSE
{
2,107 SQ. FT.
2ND FLOOD A/C AT GUEST SUITE
518 S0. FT.
TOTAL A/C
7,2E5'S -.>=•'f "
GARAGE
694 SO. FT.
COVERED EVTRY
152 SO. FT.
COVERED LOGGIA
585 SO. FT.
TOTAL NON A/C
''.434 SO, FT.
TOTAL
5699 SQ. FT.
77-I 3/8"
LAUNDRY
FLAT CLG.
10' CLG.
Q8' X 6'
17-8" 10' -IC"
y 5'-5" 5'-5' 4'-8" y 7-4"
ENNT EV ED
RY
FLAT CLG.
FOYER `Q 10' CLG.
�a.19'8' X 6'
OFFI
FLAT CLe
10' CLG
18' X 14'8'
III' -10` BUILDING OVERALL
0
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HIS
W.I.C.
FLAT CLG.
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8' X 1/
7'-4' 4.-8"
BEDROOM 1 Z
COFFERED CLG - _ - -
10'/11' (IC.
L15' X184'
MASTER
BEDROOM
COFFERED CLG.
10'/11' CLG
5'-6" y 13'-0'
24'-0"
33,
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Revisions
RECFI\'9
OCT 27 2
n of (calf Str
SITE FTJN8RC4RTECTIXE
REVIEW
O de 10/22/2021
Drawn !flecked —'I--
Dah 1 Approval
Rae l lbm0
Date I Cp..0*Ilon
r
21
am, FL
Project Number
21144
21'-0"
0" BUILDING OVERALL
III' 10" BUILDING OVERALL
II I' -10" BUILDING OVERALL
Y
BUILDING OVERALL
R
RAI
SECOND FLOOR PLAN
A
6
8
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Project Number:
21144
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FL
ROOF PLAN
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TOP OF CHIMNEY
Project Number.
21144
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FIXTURE
EXISTING ENTRY GATE ELEVATION
ELEV. 30'-0'
TOP OF BEAM
ROCEDAROFTILE SHAKE
DECORATIVE
TRIM
06' HIGH GUARDRAIL
ELEV. 20.-4'
EASE i-EIGHTa
SECOND FLOOR
ELEV. 16-61/2'
EASE HEIGHT.
SECOND FLOOR
ECORATIVE
SCUPPER
ELEV. 12-0'
TOP OF 2ND FL 0
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FIRST/ HEIGHTOOR 6
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NORTHEAST / FRONT ELEVATION
ELEV. 20'-4'
EAVE HEIGHr'PW
. SECOND FLR
ELEV. 16-6 1/2'
EAVE HEIGHT.
SECOND FLR
ELEV' 12'-0' IL
TOP OF 2ND
FLAP 9' EL V 0' -
EAVE HEIGHT. 0
FIRST FLOOR p
1
ELEV 0'-0'
(7.50' NASD)
TOP OF REF
SLAB
NORTHWEST / RIGHT SIDE ELEVATION
To
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Revisions
RECEIV
A: 12
v� n of Gulf St1
NOT FOR CONSTRUCTION
Date 10/22/2021
Owen ICheded --I—
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earn, FL
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30'-0' OVERALL BUILDING HEIGHT ABOVE REF, SLAB
30'-6' TO TOP OF CHIMNEY CAP ABOVE REF, SLAB
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588 Banyan Road
Gulfstream, Florida
Peterson
D esign
Professionals
LA 0001355
La ndsc ape A rchitects Planners
Phone(561)702-0136
Fax (561)338-3543
j. potarson 2008@ho tm l. co,,
151 S.W. 716 Terrace
Boca 8650,, Florida 33486
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10/01/21
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TREE PLANTING DETAIL rs.
SHRUB DETAIL
wP-v.t'N .a -1i.
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G.nA�-IF'� Kl�'f.lS
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PALM PLANTING DETAIL
PLANT LIST
BOTANICAL NAME COMMON NAME
Phoenix canariensis `Canary Bland Date Palm
Sabel palmetto 'Cabbage Palm'
Phoenix sylvestris 'Sylvestris Date Palm'
Ptychosperma elegans 'Alexander Palm'
Veitchia tgomeryana 'Montgomery Palm'
' Cocos nucifem 'Coconut Palm'
Cocoloba uvifera
Elaeocarpus decrpiens
Nerium oleander
Ligusirumjaponcum
• B uganvillea globs
'seagns
`Japanese Blueberry'
Oleander
`Ligusnum'
'Bougaovillete
CI is guttifem 'Small Leaf Clusia'
Podocupos macrophyllum 'Podocarpus'
Podocarpus macropbylum 'Podocarpus
Elaeocarpus decipiens 'Japanese Blueberry'
Eleeocarpus decipiens 'Japanese Blueberry'
Hibiscus 'Hibiscus'
Gardenia jas idies 'Gardenia'
Nerium oleander petite' Dwarf Oleander'
Pittasponua toff 'var' ' Variegated Pinosporum'
Philodendron 'Red Congo'
Philodendron 'Burl Marx'
Bougauvilea glabm `Bougonvillea'
Zamin fu fuacea 'Cardboard Palm'
Ficus mierocarpe' 'Green Island Ficus'
'Seasonal annuals' 1 gel.. .. . . . . . . .. . . . . . 280
Trachelosperrmmm asiulcmn `minima 'Jasmine minima' 1 gal. gr . dcover..... ......1030
SPECIFICATIONS QUAN
12'<L........ .. . .. . . . . . . . .. . t
12' °I. boots left on tnmks............... .2
14' c.t.. ... ... ... ... ... ... ... ... ... . .. ... ....8
8' grey wood... ......... ...... ... ...... ...._4
+/- 10' grey wood. Stagger hgt's.........6
curved trunks, heights on plen.........._9
10' Mgt multi tnrnked ... ....8
14' cone narrow. . . . ... ..2
std. 6'x4' red . . . . . . . . . . . I
8'x10'sid ..5
5' std. fuse .... 9
hedge, 5' Mgt 30" spr .. ...73
5' Mgt hedge .. ...16
7 gal, 36" hedge... .270
al6' Mgt ...5
cone 5' hp .. . . . . ...3
std. 6' hgt . . . . .. .2
Miami Supreme' td 25 gal 4' hgl .. ...2
3 gal 18" hgt .. .170
3 gal, 16"x16" .437
7 gal. 42T. _12
33al. 16" 16 ..85
10' trailers, attach to coconut palm..2
7 gal. 30"x30" .32
3 gal. 12"x12". 1197
• LANDSCAPE PLAN CONFORMS TO GULFSTREAM CODE SECTION 66-1
"OPEN FRONT LAWN"
NOTES:
1. ALL LANDSCAPING AND SPECIFICATIONS SHALL MEET OR EXCEED
THE MINIMUM REQUIREMENTS AS PROVIDED IN THE PLANT LIST
AND THE TOWN OF GULFSTREAM LANDSCAPE CODE.
2. ALL PLANTING MATERIAL SHALL MEET OR EXCEED FLORIDA
GRADE kl AS SPECIFIED IN 'GRADES AND STANDARDS FOR
NURSERY PLANTS', AND PART 2 'PALMS AND TREES', CURRENT
EDITION. TREES TO BE INSTALLED SHALL NOT BE TIPPED, TOPPED,
OR SHAPED PRIOR TO INSTALLATION.
3. THE CONTRACTOR I5 RESPONSIBLE FOR REPAIRING ANY OR ALL
FACILITIES DAMAGED AND IS TO COORDINATE WITH ALL OTHER
CONTRACTORS ON SITE.
4. PLANTING SOIL IS TO BE WEED FREE MIXTURE OF MUCK AND SAND
(30/70) WITH 50 LBS OF MILORGANHTE PER 6 CU. YDS.
5. APPLY 3. 'GOLD' CYPRESS MULCH AROUND ALL PLANTS WITHIN 2
DAYS.
6. ALL SODDED AREAS ARE TO BE COVERED WITH 'EMPIRE ZOYSIA'
SOD, EXCEPT WHERE NOTED. SOD TO HAVE GOOD COMPACT
GROWTH AND ROOT SYSTEM LAY WITH TIGHT JOINTS.
7. GUYING/ STAKING PRACTICES SHALLNOT PERMIT NAILS, SCREWS,
WIRES, ETC... TO PENETRATE OUTER SURFACES OF TREES, PALMS,
OR OTHER PLANT MATERIAL. TREES, PALMS, AND PLANT MATERIAL
REJECTED DUE TO THIS PRACTICE SHALL BE REPLACED WITH THE
INSPECTOR ON SITE.
8. BURLAP MATERIAL, WIRE CAGES, PLASTIC CANVAS STRAPS, ETC...
MUST BE CUT AND REMOVED FROM THE TOP ONE HALF DEPTH OF
THE ROOT BALL. TREES AND SHRUBS GROWN IN GROW BAGS OR
GROW BAG TYPE MATERIAL MUST HAVE SUCH MATERIAL
REMOVED ENTIRELY PRIOR TO PLANTING THE TREE OR SHRUB.
9. ALL PLANT MATERIAL SHALL BE FREE OF PESTS, INSECTS, DISEASE,
WEEDS, ETC...
10. ALL PLANT MATERIAL SHALL BE PLANTED AT THE PROPER DEPTH
AS ORIGINALLY GROWN AND/ OR SO THE TOP OF THE ROOT BALL IS
FLUSH OR SLIGHTLY ABOVE FINISHED GRADE IMMEDIATELY AFTER
PLANTING. ALL TREES SHOULD PROVIDE TRUNK TAPER WHEN
PROPERLY PLANTED AT THE CORRECT PLANTING DEPTH.
11. ALL PLANT MATERIAL SHALL BE WATERED IN AT TIME OF
PLANTING TO ELIMINATE AIR POCKETS IN THE ROOT ZONE AREA.
12. TREES AND PALMS ARE TO BE STAKED AS NECESSARY AND IN A
GOOD WORKMANLIKE MANNER WITH NO NAIL STAKING
PERMITTED.
13. LANDSCAPING SHALL BF PLACED TO EDGE OF ABUTTING STREETS
OR OTHER LANDS.
14. SITE DISTANCE CONCERNS MUST BE MAINTAINED FOR CLEAR SITE
VISIBILITYFROM THIRTY INCHES TO SEVENTY-TWO INCHES, TREE
TRUNKE EXCLUDED. MEASUREMENT SHALL BE MADE FROM TOP OF
ROOT BALL PLANTED AT PROPER ELEVATION.
15. UPON COMPLETION OF WORK, THE SITE SHALL BE CLEARED OF ALL
DEBRIS, SUPERFLUOUSE MATERIALS, AND EQUIPMENT CAUSED BY
THIS PERMIT TO THE SATISFACTION OF THE INSPECTOR_
16. SEE PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION.
17. LANDSCAPE CONTRACTOR TO PROVIDE AN AUTOMATIC
UNDERGROUNDIRRIGATION SYSTEM, AS SHOWN ON PLANS.
SYSTEM SHALL HAVE A RAIN SENSOR DEVICE AS REQUIRED. THERE
' SHALL BE NO OVERSPRAY ON SIDEWALKS OR ON ROADWAYS.
• SYSTEM TO PROVIDE 100% COVERAGE.
18 ALL CONSTRUCTION MATERIAL AND FOREIGN MATTER SHALL BE
REMOVED FROM THE PLANTING AREAS AND REPLACED WITH 50/50
MIX FILL SOIL OR AS PER SPECIFICATIONS.
19. THE LANDSCAPE ARCHITECT AND THE TOWN OF GULFSTREAM
SHALL BE INFORMED OF ANY CHANGES FOR APPROVAL IN PLANT
MATERIAL PRIOR TO INSTALLATION.
20. ALL LANDSCAPE MATERIAL SHALL BE FERTILIZED UPON
INSTALLATION.
21. THE LANDSCAPE CONTRACTOR SHALL CONTACT THE COUNTY,
CITY, AND/ OR UTILITY COMPANIES TO LOCATE ALL
UNDERGROUND UTILITIES OR STRUCTURES PRIOR TO DIGGING. THE
LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO
UNDERGROUND UTILITIES AND/ OR CONSTRUCTION CAUSED AT NO
COST TO THE OWNER.
22. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 12
MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION.
23. IN ADDITION TO THESE REQUIREMENTS, ALL LOCAL LANDSCAPE
CODES SHALL BE MET LN ORDER TO SATISFY THE REVIEW AND
APPROVAL OF THE GOVERNING MUNICPALITY.
24. CO-ORDINATE WITH ALL TRADES, ESPECIALLY THE IRRIGATION
CONTRACTOR
25. ALL TREES PLANTED WITHIN 10' OF AN UNDERGROUND UTILITY
EASEMENT WILL BE PROVIDED WITH APPROVED ROOT BARRIERS.
26. ALL PLANT MATERIAL SHALL BE SUBLECT TO INSPECTION AND
APPROVAL BY THE LANDSCAPE ARCHITECTAT PLACE OF GROWTH
AND UPON DELIVERY FOR CONFORMITY TO SPECIFICATION.
27. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY AND SHALL
CONFORM TO MEASUREMENTS SPECIFIES.
28. ALL PLANTING SHALL BE INSTALLED WITH FERTILIZER AT TIME OF
PLANTING.
29. ALL LANDSCAPING AND IRRIGATION SHALL BE INSTALLED IN
COMPLIANCE WITH ALL LOCAL CODES.
30. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THE
• FINAL LEVEL OF BOTH SURFACES SHOULD BE EVEN.
31. ALL SODDED AREAS TO HAVE A MINIMUM OF 2" OF PLANTING SOIL.
32 ONLY BIODEGRADABLE MATERIAL CAN BE ATTACHED TO THE
TRUNKS OF TREES.
33. ALL ROAD ROCK OR ANY UNNATURAL MATERIAL SHALL BE
REMOVED FROM ALL LANDSCAPE AREAS AND REPLACED WITH
GOOD PLANTING SOIL.
34. MECHANICAL EQUIPMENT MOUNTED ON OR NEAR GROUND LEVEL
SHALL BE SCREENED FROM ADJACENT BUILDINGS WITH DENSE
' CONTINUOUS HEDGE.
35. PLANITNG USED AS SCREENING OF ANY GROUND MECHANICAL
EQUIPMENT SHALL BE MAINTAINED AT LEAST 6"
ABOVEEQUIPMENT TO BE SCREENED.
36. THE SPECIFICATIONS OF PLANT MATERIALS ARE AS FOLLOWS'.
SPREAD- INDICATES THE AVERAGE SPREAD TO THE MIDPOINT OF
THE PLANT. HEIGHT- INDICATES THE OVERALL HEIGHT FROM THE
TOP OF THE ROOT BALL TO THE MIDPOINT OF THE GROWTH. CLEAR
TRUNK- INDICATES THE MEASUREMENT FROM THE TOP OF THE
ROOT BALI. TO THE FIRST BRANCHING. CLEAR FOOT OF WOOD -
INDICATES THE MEASUREMENT ON PALMS FROM THE TOP OF THE
ROOT BALL TO THE TOP OF SOLID TRUNK BEFORE THE START OF
THE FRONDS.
37. ALL TREES 1 1/2" INCHES IN CALIPER AND GREATER SHALL BE
PROPERLY GUYED AND STAKED AT THE TIME OF PLANTING.
38. THE LOCATIONS OF PLANTS, AS SHOWN ON THESE DOCUMENTS,
ARE APPROXIMATE UNLESS DIMENSIONED SPECIFICALLY. THE
FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE
UNFORSEEN FIELD LOCATIONS, TO COMPLY WITH SAFETY SETBACK
CRITERIA, TO AVOID CREATING UNSAFE SIGHT CONDITIONS, OR AS
OTHERWISE DIRECTED BY OR APPROVED BY THE LANDSCAPE
ARCHITECT.
39. THE CONTRACTOR I5 RESPONSIBLE TO REPORT ANY DISCREPENCIES
BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD
CONDITIONS TO THE LANDSCAPE ARCHITECT IMMEDIATELY.
OCT 27 2021
wng Gulf Stream, FL
0 cd.4
7-1
0 o
i•I
a�r..� W
V V 00
PROJECT 1440
%0;/21
L3
S
ELEVATION FROM ROADWAY
ELEVATION FROM DRIVEWAY
1
0.
Tow
': 1 x?
27221
f Gulf Stream L, F
a�\1!
U
O
0
-
c
PROJECT - +1,14p
lo./01/.3.1
L4
SITE DATA
SITE MAP
X 3
TREN
ERF
INTRACOASTAL WATERWAY
(P.B. 24, PG. 73, POGO.)
EQUIP
7.10 NAVD
U2
FIRE PIT
SUN
SHELF
SWIMMING
POOL
24, PG. 73, PB.C.0)
700
GARAGE FLOOR
VARIES 7.00 TO 7.17
ROOF 001M?DUT
(TYPICAL)
5.70
INLET (PRIVATE)
(P. B_ 24, PG. 73, P.B.C.R)
SINGLE FAMILY
RESIDENCE
7.50 NAVE (FINISH FLOOR)
7.33 NAVD (TOP OF SLAB)
FP.I, IPANST RMO
2" WATER
SERVICE
31.
ROOF DOWNSPOUT
(TYPICAL)
D
Q I
0
m
DRIVE + D.
DRIVE + 0.50
,SEWER
iERMCE
OUTDO
SHOW
5 75
29.00'
2 8"
ADS N-12
7 12"
ADS -12
6 6"
ADS 12
20 F 3 FT 3
EX LTRATION TR
W/ 2" PERF AD
DOC
EXISTING OFT
STATION ASSEMBLY
TO REMAIN
POLO COVE (PRIVATE)
(P.6 24. PG. 73, PREY.)
FINISHED GRADE
3'-0' TRENCH WIDTH
OWNER
ENGINEER
SURVEYOR
SITE ADDRESS
PARCEL IDA
ROOD MAP
ROOD ZONE
JAMES R. JR & NADIA DAVIS
588 BANYAN ROAD
DELRAY BEACH, R 33483
SCHULKE, BITRE & STODDARD LLC
C/O WILLIAM P STODDARD Ph. D., P.E.
1717 INDIAN RIVER BLVD SUITE 201
VERO BEACH, FL 32960
(772) 770-9622
AVIROM & ASSOCIATES, INC
50 S.W. 2ND AVENUE, SUITE 102
BOLA RATON, FL 33432
(561) 392-2594
588 BANYAN ROAD
TOWN OF GULF STREAM
20-43-46-03-02-000-0010
1209900981 F DATED 10/5/2017
AE -6'
DRAINAGE CALCULATIONS
DESIGN STORM EVENT 1' INSTANTANEOUS STORM OVER ENTIRE SITE
VOLUME OF RENTENTION REQUIRED =CI X 1 HR
0= CIA
INTENSITY.,= 1 NNE(
RUNOFF COEFFICIENT. C= 1 0 (IMPERVIOUS) G 0.2 (PERVIOUS,
WEST BASIN
IMPERVIOUS=)012 SF PERVIOUS=7568 SF
VOLUME = 87.012 9101.0.17,888 90(02)] x (11N(HR/121WFT) x (1 HR) = 70 01
EAST BASIN
IMPERVIOUS= BOSSE PERVIOUS= 9 885 SF
VOLUME =116115 SEX1.01/(9.685 SF1(02)] x (1IWHRN2150Th x (1 HR) = 674 CF
O RETAIN THE REQUIRED VOLUME THE RUNOFF FROM THE SITE IMPROVEMENTS
IS GATHERED AND DIRECTED INTO THE STORMWATER MANAGEMENT SYSTEM.
W,IICH IS COMPRISED OF 2 EXFILTRATION TRENCHES THE TOTAL LENGTH OF
EXFILTRATION TRENCH WAS CALCULATED USING SFVVMD METHOCOLOGY
PLEASE NOTE THE SFWMD FORMULA INCORPORATES A FACTOR OF SAFETY OF
HYDRAULIC CONDUCTIVITY
PER THE'SOIL SURVEY OF PALM BEACH COUNTY-. THE SOILS ON THE SITE. IN
THE VICINITY OF THE TRENCHES. HAVE THE FOLLOVNNG APPROXIMATE
CONDUCTIVITY AND WATER TABLE ELEVATION
W= 3 01210. CFSBPFT HEAD OR 26 FT/DAY
ATER TABLE ELEVATION =150 NAVE(
WEST EXFILTRATION TRENCH DESIGN
V =711 CF=020 AC -IN
K= 012104 CPS/SP-FT HEAD
�zz= 45
LV=3
REQUIRED L=18.25 LF
PROVIDED L= 2000 LF
TOTAL VOLUME PROVIDED= T79 GF> 711 DE
EAST 15,FILTRATION TRENCH DESIGN
EXFILTRATION TRENCH DETAIL
V=678 CF=019 AGIN
-49 ,S81
U l
4=11NA 3
REQUIRED 1S 26F
PROVIDED L= 2000 LF
TOTAL VOLUME PROVIDED= SP GB > 674 CF
POLYP RPOLENE
FILTER FABRIC
FOOT INDEX NO
199. TYPE D-3
WASHED BAU ACT
ROCK (MIN 508
wIDS)
E NOTE #2
P0U
North
GRAPHIC SCALE
IN
( IN FEET )
1 inch= SO ft.
DRAINAGE STRUCTURES
D -I ADS IN UNE DRAIN
W/12" STANDARD GRATE
TOP = 3.00' NAW
S INV = 1.00' NAw
p_2 NYOPLAST IN UNE DRNNE
W/12' STANDARD GRATE
TOP = 5.90' NAw
N INV = 3.10' NAw
5 INV - 2.50' NAw
E INV - 3.31' NAw
WI BAFFLE
D_9 NYLOPLAST DENS BASIN
W/12" STANDARD GRATE
TOP = 5.90' NAw
N INV - 2.50' NAw
S INV - 3.48' NAw
W/ BAFFLE
C= NYLOPUST DRAIN BASIN
D_4 W/12- STANDARD GRATE
TOP = 5.90' NAw
N INV = 3.70' NAw
SE INV - 370' NAw
D-5 ADS IN LINE DRAIN
W/8' DOME GRATE
TOP =6.80' 4' N
NW 544'INV = NAVE
D-6 ADS IN UNE DRAIN
W/8' DOME GRATE
TOP = 6.80' NAw
N INV-5.57' NAw
D-7 3" TRENCH DRAIN
SEE LANDSCAPE FOR
SPECIFICATIONS
TOP - 6.96' NAw
INV =4.75' NAw
DRAINAGE DETAILS
D -R ADS IN UNE DRAIN
W/B' DOME GRATE
D -B
TOP = 6,80' NAW
W INV = 4.51' NAW
E INV - 4.51' RAW
NYLOPLAST IN UNE DRAT
W/8" DOME GRATE
TOP = 6.80' NAM
W INV -4.28' NAw
S IRA- 4.28' NAw
NYLOPLAST DRAIN BASIN
W/12- STANDARD GRATE
TOP - 6.60' NAw
N INV-4.05' NAM)
E INV= 3.47' NAw
NYLOPLAST DRAIN BASIN
w/12' STANDARD GRATE
TOP = 4.80' NAw
W INV=2.80' HAW
N INV - 1.40' NAME
W/ BAFFLE
NYLOPLAST DRAIN BASIN
W/12' STANDARD GRATE
TOP = 5.00' NAw
S INV - 1.40' NAND
W INV - 1.78' NAVE
N INV =2.50' NAw
W/ BUTTE
NYLOPLAST DRAIN BASIN
W/8" SOUD CAP
TOP = 4.75' NAw
W INV = 2.50' NAw
S INV - 2.25' NAw
ADS INANE DRAIN
1/12" STANDARD GRATE
TOP - 3.00' NAw
W INV - 1.00' NAw
NYLOPLAST DRAIN BASIN
W/12' SOUD CAP
TOP - 6.00' NAVE
S INN - 3.00' NAw
N INV = 1.26' NAVE(
TOP OF WEIR =4.50' MAD
6' TRENCH DRAIN
W/RUFTTC BEARING GRATE
TOP = 3.50' NAw
E INV - 1.50' NAw
ADS IN UNE DRAIN
W/12" STANDARD GRATE
TOP = 3,00' NAw
W INV = 1.28' NAw
NYLOPLAST DRAIN BASIN
0/12" SOUD CAP
TOP = 5.00' NAw
S INN - 2.40' NAVE
E INV - 1.25' RAVE
TOP OF WEIR = 3.40' NAVO
RECTIVEn
10 21 2.0
wn of Gulf Strea
!----- FIRE SCREEN
FOR RODENTS
(OPTIONAL)
fi" SCHEDULE 80 PVC
45' BEND (SCH 80 PVC)
B' DIA.
'PVC (REFER
TO DRAINAGE
PLAN)
WATERTIGHT
CONNECTION
SLOPE
VARIOUS TYPES OF INLET& 001LET ADAPTERS
(ADS N-12mrWCOR DUAL WAuuADRHANCOR
SINGLE /AN N-12 HP, PVC SEWER IEX SCR 151
PVC DWV IIX. SCH /81.1V0 CWOc9U5
CORRUGATED 8 RIBBED PVC
ADS N-12
DOWNSPOUT COLLECTOR DETAIL
PAC Bus718 sof RAE es Ric
HslAilpr RE BLANK. 8/1820. POKIA•010r2HAIL NE (12°
DRAIN BASIN
TOPSOIL GRATE/GAVER
81 MIN ON 8'-2A
61 MIN ON 30'
THE BACKFILL HAMRA. SA. BE CRUSHED
STONE
REQUIREMENTHER TS Of f 4 I CLASS MEETINGU,R MATER.
OR
CLASS III MAIERIALAS DEFINED IN Wm D2321
COMPACTEDINLETS SW. BE PURLED 8
UNIFORMLY IN ACCORDANCE API, ASP/ D7221
INTEGRATED DUCTILE ,RCN
GRATE TO MATCH BASIN 0.0.
2 131 103 DONE GUMS RI ONTO In DONN BASINS M. 1,E
1.• 333 0011E GRATESNAN NO LOAN .112.
ADAPTER ANGLES VARIABLE
0' -3SO' ACCORDING TO PLANS
VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(61 MIN ON 8'-24'. 10'MIN ON 30'
12'MIN. CABO
BASED ON MANUFACTURING 0E0 )
4'MIN ON6'-24'
6'MIN 30' 56.
THE BACKML MAT,111 SxNl BE CRUSHED
TONE OR OTHER GRANULAR MATERIAL
MEETING THE REGUIRR1ENTS OF CLASS(
81,1 -IA CUSS II CA CLASS MATERIAL OSIDEPINED
ASIA 02321
SURFACE °WAAGEHEADINGS
NM SHALL BE RACED
COMPACTED UNIFORMLY IN ACCORDANCE
NYLOPLAST DRAIN BASIN WITH DOME GRATE W1x As1M on.
DS
SSS
DRAWNC 21199511E
S
S
S
PROPOSED RESIDENCE FO
Re
0581412E FARIMCAT)I
❑.641 W SORR F
FL REG. NO 47048
OMAN B DIME
FL REG N0 57396
XD1Y UAS P. S1000.
FL REG. N0. 57605
DAIS 10/22/2021
SHEET
Cl
NYLOPLAST DRAINS WITH STANDARD GRATE
NTS
PROJECT NO.
21-198
D99u519ne0 6y:
ri4at:.tn. 54...414, 4
61 I I I I I I I l I I I
PROP'- LINE
TV 9
dNI7 LL2L dead .1S3 d1
fp
61 I I I I I I I I I I I I I I I
PROPOSED RESIDENCE FOR:
DAVIS
588 BANYAN ROAD
GULF STREAK, FL
CROSS SECTIONS
SCHULKE, BITTLE & STOD DARD , L. L.C.
CIVIL & STRUCTURAL ENGINEERING LAND PLANNING • ENVIRONMENTAL PERMITTING
CERTIFICATIO N OF AUTHORIZATIO N NO 00008668
1717 INDIAN RIVER BLVD. , SUITE 201 VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 FAX 772 / 770-9496 EMAIL info@sbsengineers.com
I
pp
DORM UNA UTUORDED
IP. WILE OE PROSECUTED
DRAWING 211905ITE MARK
REVISION
DATE
DESIGN ED W. P.S.
DR AM/
K.M.B.
CHECKED
W .P. S.
SCALE
1"-10'
DATE
9/29/2021
LOT 1 AND A
PORTION OF
LOTS 2 & 2A
(17.61 24, PG. 73, PREY)
INLET (PRIVATE)
(P.O. 24, PG. 73, P. 810.1
5' BULKHEAD LINE
INTRACOASTAL WATERWAY
(P. B. 24, PG. 73, P. B. OR.)
POLO COVE (PRIVATE)
ORB. 24, PG. 73, P.B. C.R. )
C SEAWALL GIP
PM VARIES)
10
z
0
fi
GRAPHIC SCALE
5 20
( EN FEET )
1 ch= 10 ft.
30
20
SU — Single Unit Truck
Overall Length
Overall Width
Overall Body Height
Min Body Ground Clearance
Track Width
Lock —to —lock time
Curb to Curb Turning Radius
30.000ft
8.000ft
11.881 ft
1 .367ft
8.000ft
5.00s
42.000ft
FP. L. TRANSFORMER
BANYAN ROAD
PUBLIC RIGHT-OF-WAY
1•11011, VARIES
(PR C.. PC PS. POOR)
DOC
1 RFCFWE.P
OCT 27 ?N
Town of Gulf Stream. FL
S
8
6
(n
W
U u3
U I-
Q D
ZO
O�
J
U w
�>
CCa
H IX
VI I —
O
U
PROPOSED RESIDENCE FO
ONrarra (FA7IFlCAIIIXI
JOSEPa SCRAM
h GP NO ♦ IR
❑UNRR fi.RIME
h REG. NO. 5)196
I {]66WN1 P. MOO.
h PEG. NO 5)605
OATE.10/22/2021
SHEET
C3
PROJECT NO.
f 21-198
cufigned by:
0
20
GRAPHIC SCALE IN FEET
1'=20'
I I
I I
I I
I I
I I
I
I i
I
I
I
I I
40 I I
i
I
I
I I
NOTE
ELEVATIONS SHOWN HEREON
ARE BASED ON THE NORTH
AMERICAN VERTICAL DATUM OF 1988
(NAVD 1988)
FFMOF
SWITE
a2' EAST
CORNEA
(f or MT
a
U,
z
10.00'
CORNER NOT SET
(FAILS IN 88mg
IN
facr
S9' NORT
6.J. EAST
O
I I
I' I
jai
Iol
St7 5,4r.08. Inky
'Mrnras La, Jscn,
(lace' OFFSET EAST)
MAC eoszew
SEAM TANK
58434'17-E
N8434'17`W
INLET
(PRIVATE)
(P8 24, PG. 74 P.SCR•)
A PORTION OF
LOT3
(P.5,, 24 PG 74 P.8.0)
R,
(0.R.B. 32645, pG 932 P.8c.R.)
58434'17 E
110.00'
REMAINDER OF
LOT 2
5' BUIJ(HEAD LINE
(P.B. 24. PC. 7J, P.5C.R.)
WEST L/NE or
BANYAN ROAD
F.P.L 7RANSPRN(p
170.00'
MAO 5/8. N7aY
ROO (No /p,)
02' SCAN
170.00'
2 —BANYAN
15.0' I
i�
I'.
Io
IF=.
I•
�
ko
1 I
0.00' zit10.00
I
�I We
LOT 5
I CA
5' BULKHEAD LINE
g ` (P.8. 24, Pa 74 P•5CR.)
Be
/I
25.0'
O
fENCE
O At',/
5. NEW
lo,
o j h REMAINDER
IhI OF LOT 2A
II
i I I
S84 34'171
10.00'
10.00'
A.ALLS a w� �
j
SOUTH 50.00'
OF LOT 2A
e
()
10.00'
a
o
co
e
W U
0
o.:
FENCE
W �
m N
n0
63'NEST
10.00'
• COWER NOT SET
I MALLS AV A71R)
0
'.
TREE LEGEND
BANYAN
BLACK OLIVE
PALM
SCHEFFLERAI UMBRELLA
SEA GRAPE
UNKNOWN SPECIES
012. DENOTES 1Y DIAMETER
TRUNK (TYPICAL)
(UNLESS NOTED)
SURVEYOR'S REPORT:
SYMBOL LEGEND
BENCHMARK
CLEAN OUT
CONCRETE UTILITY POLE WITH LIGHT
ELECTRIC OUTLET
ELECTRIC SERVICE BOX
EXISTING ELEVATION
GAS VALVE
METAL UGHT POLE
POLE WITH SECURITY CAMERA
SPIGOT
STEEL TREE BRACE
UNKNOWN UTILITY SERVICE BOX
WATER METER
WET WELL (SANITARY SEWER)
WOOD PILE
WOOD POLE WITH LIGHT
YARD DRAIN
YARD LIGHT
1. Reproductions of this Sketch are not valid without the signature and the original seal of a Florida Licensed
Surveyor and Mapper. Additions or deletions to this survey map or report by other than the signing party is
prohibited without written consent of the signing party.
2. No Title Opinion or Abstract to the subject property has been provided. It is possible that there are Deeds,
Easements, or other instruments (recorded or unrecorded) which may affect the subject property. No search
of the Public Records has been made by the Surveyor.
3. The land description shown hereon is in accord with lands described in Warranty Deed recorded in Official
Records Book 30163, Page 599 of the Public Records of Palm Beach County, Florida, and Resolution No.
20-13 of the Town of Gulf Stream, Florida, vacating and abandoning a portion of Banyan Road right—of—way,
as recorded in Official Records Book 32128, Page 939, of the Public Records of Palm Beach County Florida.
_ 4. No underground improvements were located.
5. Bearings, distances and/or angles shown hereon are in accord with the plat and/or deed of record and
agree with the survey measurements, unless otherwise noted. Bearings are based on the West line of Lot 1
having a bearing of N05'25'43"E.
6. The property described hereon lies within Flood Zone AE (EL 6), as shown on the Federal Emergency
Management Agency (FEMA) Flood Insurance Rate Mop (FIRM) Number 12099C0981F, Community Number
125109, dated 10/05/2017.
7. Elevations indicated hereon are in feet and decimals, relative to the North American Vertical Datum of 1988
(NAVD 1988), established by GPS and certified to a 4 centimeter accuracy relative to National Geodetic
Survey Benchmark Designation "Q 315" PID AD2706, Elevation = 14.05 feet (NAVD 1988).
8. Symbols shown hereon and in the legend may have been enlarged for clarity. These symbols have been
plotted at the center of the field location and may not represent the actual shape or size of the feature.
9. This map is intended to be displayed at a scale of 1:240 (1"=20').
10. Units of measurement are in U.S. Survey Feet and decimal parts thereof. Well identified features in this
survey were field measured to o horizontal positional accuracy of 0.10'.
11. The species of trees as shown hereon were identified to the best of knowledge and ability of the surveyor,
without the benefit of an arborist or biologist. It is the responsibility of the end user to verify the identity of
the species.
12. Property Address: 588 Banyan Road, Delray Beach, Florida.
13. Abbreviation Legend: A/C = Air conditioner; B.M. = Benchmark; C = Calculated; = Centerline; C.L.F. =
Chain link Fence; CONC. = Concrete; EL. = Elevation; EQUIP. = Equipment; F.B. = Field Book; F.F. =
Finished Floor, F.P.L. = Florida Power & Light Company, GEN. = Generator; ID. = Identification; L.B. =
Licensed Business; M = Meosured; NAVD = North American Vertical Datum; O.R.B. = Official Records Book;
0.S.0. = O'Brien Suiter & O'Brien; OW = Overhead Wires; P.B. = Plat Book; P.B.C.R. = Palm Beach County
Records; P.I. = Point of Intersection; P.L.S. = Professional Land Surveyor; P.O.B. = Point of Beginning; P.O.C.
= Point of Commencement; W/CAP = With Surveyors Cop.
LAND DESCRIPTION:
Lot 1 and the South 50 feet of Lots 2 and 2A POLO COVE, according to the Plat thereof as recorded in Plat
Book 24, Page 73, of the Public Records of Palm Beach County, Florida.
TOGETHER WITH:
A portion of Banyan Road as platted in the Plat of POLO COVE, according to the Plat thereof recorded in Plat
Book 24, Page 73 of the Public Records of Palm Beach County Florida, said portion of Banyan Road described
as follows:
COMMENCING at the Northwest of Lot 1 in the Plat of POLO COVE; thence South 84'34'17" East along the North
line of said Lot 1, a distance of 110.00 feet to the Southwest corner of Banyan Road and the POINT OF
BEGINNING; Thence North 05'25'43" East along the West line of Banyan Road, a distance of 50.00 feet; thence
South 84'34'17" East a distance of 50.00 feet to a point on the East line of Banyan Road; thence South
0525'43" West along the East line of Banyan Road, a distance of 50.00 feet to the Southeast corner of Banyan
Road, and also a point on the North line of Lot 1; thence North 84'34'17" West along the North line of Lot 1, a
distance of 50.00 feet to the POINT OF BEGINNING.
Said lands situate in the City of Delray Beach, Palm Beach County, Florida and containing 30,600 square feet
(0.7025 acres) more or less.
CERTIFICATION:
I HEREBY CERTIFY that the attached Boundary Survey of the hereon described property is true and correct to the
best of my knowledge and belief as surveyed in the field under my direction. I FURTHER CERTIFY that this
Boundary Survey meets the Standards of Practice set forth in Chapter 5J-17, Florida Administrative Code,
pursuant to Chapter 472, Florida Statutes.
Date: /l/ /2/
DAVID ERIC BREAUX, Jr, P.L.S.
Florida Registration No. 5957
AVIROM & ASSOCIATES, INC.
LB. No. 3300
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CT 27 21
n of Gulf Stream, FL
TOWN OF GULF ST REAM
PALM BE AC H COUNT Y, FLORIDA
Memo
To: Chairman and ARPB Members
From: Gregory L. Dunham, Town Manager
Re: 588 Banyan/ Davis Applic ation
Date: February 1, 2022
Toda y, Town Staff received re vised ele vations and site plans f or the application at
588 Ba nya n Roa d. Upon review of the documents, it appears the Applicant has
a ddressed the issue of massing by reducing the roof heights of the second story
portion of the home, the height of the chimneys, and size/height of the gables.
The A pplica nt did not cha nge the FAR or square footages on either st ory. The F AR of
8,699 rema ins unchanged as prev iously submitted . The speci al e xception request is
a lso unchanged.
In a ddition, please find letters provided to the Town by the Applicant in supp ort of
his application.
February 1, 2022
To The Gulf Stream Architectural Review & Planning Board:
Introduction ....From the Heart
We love Gulf Stream. Walking at night to the breeze. Halloween block party. School bustling in
the morning. Friendly neighbors you waive to from the car or on the street. Low drama . Fishing in
the cove. Safety without a gated community feel . Australian pines. A quality, classic look without
feeling antiseptic. Friendly and knowledgeable staff . Neighb orh ood, village vibe while evolving &
an economically appreciating community. Reaching out personally to bridge gaps. Neighborhood
cocktails. Cordial to one another.
We moved into a neglected & visually displeasing property, albeit on a great piece of dirt — green
chain link fence across the rear perimeter (still there!), peach painted exterior, jungle -like
overgrowth, abo ve ground hot tub in the back, rebar stained and degrading seawall, a 6x6 cinder
block wall on top of the western seawall, a rusted out boat lift and dock falling in the water, a (as
we later learned) rat & mold infested house, a seagrape tree on large metal supports in the front
driveway (still there!), etc.
We then spent many months planning & drawing, hiring an award -winning architectural firm &
builder, collaborating closely with town staff, and researching the code to give life to and improve
the property. A new, compliant pro perty the direct cove neighbors supp ort (see attachment) — as
well as paying a hefty $347,500 to the town who explicitly conveyed the right to build a house of a
certain size with incrementally greater FAR - to create a nice home on a unique property that we
believe is value -enhancing.
Why is this so difficult?
The binders of papers, saber rattling, the charged & opinionated demands from one neighbor to
another? Undermining the hard-wo rking town staff and ARPB, already operating under a strict &
defined co de, to impart dogmatic subjective personal views over months of dutiful planning
according to code? Home -owners forced to negotiate beyond the regulations to appease the
personal viewing preference of a single/small minority? 'Left -field, out -of -nowhere surprises',
causing others time, mo ney and worries? Flippantly commanding one's neighbor to just "eliminate
500 square feet" as we heard last week? Rancor and difficulty for new home-building residents —
playing by the rules - reflects favorably internally and externally?
Despite the narrative directed at me at last week's meeting from a fello w neighbor, we'd humbly
submit that "these things shouldn't happen." Gulf Stream is better than this.
The Message.. .From the Head
We would like to thank the ARPB and town staff for taking time out of their busy lives to deal with
a neighborhood value -enhancing home that is built according to the rules, the direct neighbors
support and many voices have described as "beautiful". Yet we appreciate that one can't please
everyone, there'll always be varying opinions. These are the facts:
- The house is c onforming and meets the objecti ve c odes / rules / regulations.
We have received broad based, overwhelming & evidenced support from the most direct
co ve neighbors across all key elevations (n orth, east & s outh) per the attached letters. To
be clear, other cove neighbors were provided a pre -holidays letter with elevations,
encouraging anyone to call us with questions/concerns/objections....which we have not
received (to the contrary). Many other core, non -cove, neighbors are also supporti ve.
As reviewed in detail at the last ARPB hearing, the house meets the criteria for special
exception, which is explicitly available in the code to waterfront new construction. Even with
the special exception, the new house would be 5 feet further back from the southern
boundary on the canal than the current structure . It would be twice the setback fr om our
friend's house to the so uth (which is 16 feet from the canal).
- The house compares co nsistently or favorably with other similar point lot homes in terms of
square fo otage and house to lot ratio, as reviewed in detail at the last ARPB hearing.
- Objections to the house are entirely subjective and based on personal opinion from
individuals that don't even live on the co ve at that; any judge would see through the saber
rattling of personal opinion to the objective code in favor of us .
- We seek a house with a bedroo m for each child (5) & master. No more and no less. Does
the town really want us to eliminate a child's bedroom simply for another person's occasional
viewing pleasure? This is our year-ro und primary residence.
- Not only are we legally entitled to build a house of this size but we also p aid the town
$347,500 for the ability to build a house of this size. At the November 2020 Town of Gulf
Stream's regular commission meeting, the Commissio ners discussed potentially selling the
'abandoned parcel' to us at a discount by "carving away your development rights a little bit
more which would be the square footage you could build it....it will help us justify a lower
price although it's not going to be $200k." Remarks ensued abo ut that being "messy" and
that it wo uld be "cleaner" to convey full additional rights associated with the parcel in
exchange for a full price (not reflecting any disco unt for foregoing FAR benefits otherwise
associated with the purchase). We have now spent many mo nths and significant do llars
planning a house according to the rules and this construct to have the goalposts mo ved?
- It is a very large and unusual lot . We'd encourage the town not to let scare tactics of
"mansions popping up everywhere" confuse the fact that this is the largest core point lot in
the neighborhood and is w orthy of a pr oportionate home .
We are blessed to have an awesome lot that is worthy of a meaningful home, including an
appropriate second story. ...we will n ot be falsely shamed or bullied into anything
less....particularly when we comply by the objective code standards and have support from
the COVE neighbors . The voices that have the most skin in the game - in their hard-earned
money and direct views - are supportive & deserve to have their preferences heard &
ho nored.
Finally, at the conclusion of last week's ARPB meeting, I respectfully approached Mr .
Boardman to help me better understand his key issue with the home . I wanted to listen.
wanted to understand . He replied, "The second story. Looking at the eastern elevati on, your
seco nd story is much larger than the house to the south across the canal [Arscott at 582 Palm
Way; no te the Arscotts support our home]." I was astonished. I then explained to him that
our lot is nearly 40% longer (north to south) than the Arscotts with appr oximately 180 feet
versus 130 feet facing eastern to the co ve. It can reasonably support a larger home while
maintaining pro po rtionality. He had nothing m ore to say . With all due respect, the primary
objector's primary objection was premised on an 'applies vs. oranges' comparison.
Notwithstanding, we have made several additional changes in good faith to address concerns and
look forward to appro val from the ARPB and, ultimately, the town c ommission.
Respectfully,
J. R. Davis
Nadia Davis
588 Banyan Road
cIG cc al_ revs Sia ements from
Cam, c,_ a :.Neighbors
Wisets
United States FL Palm Beach C o. P<
January 29, 2022
Town of Gulf Stream
Mr. Greg Dunham
Town Manager
100 Sea Road
Gulf Stream, FL 33483
RE: Proposed New Home at 588 Banyan Rd
Dear Mr. Dunham:
My wife Kathy and I live at 570 Banyan next door to JR & Nadia Davis . Kathy and I agree that
the rendering of their new home at 588 Banyan Rd. is beautiful, tastefully done, and in harmony with
the look and spirit of the neighborhoo d. We are in full support of its approval and look forward to its
completion. Feel free to call 610-999-0483 If you would like to discuss the matter further. Thank you.
Sincerely,
41.4 .1./X:fr
Mike Woodward
PETE R W. KLEIN
3157 POLO DRI VE
GULF STREA M. FLORIDA 33483
January 31, 2022
Town of G ulf Stream
Mr. Greg Dunham
Town Manager
100 Sea Road
Gulf Stream, FL 33483
Dear Greg:
I hope you en joyed the holidays. Best wishes for the New Year.
I write in su pport of JR and Nadia Davis's project at 588 Banya n Road .
Unlike some of the critics of their desig n, I spend a fair amo unt of time
v iewin g the lot and existin g home on my near -daily walks on Banya n
and throu ghou t the Core. I don't think there is too much mass, and I
like the design. I thin k their home will be partic ularly attractive given
its siting on a large point lot. When it comes to mass, I know whereof I
speak — I'm the guy who lives opposite 3140 Polo, which has to be an
aesthetic low-water mark when it comes to structures that have been
allowed to be built in the Core.
Sin cerely,
Peter W. Klein
Cc: JR and Nadia D av is
TEL 561-400-6236 EMAIL PWKLEIN@GMAIL.COM
ETE"
STORE
Jan. 27th, 2022
Town of Gulf Stream
Mr. Greg Dunham
Town Manager
100 Sea Ro ad
G ulf Stream, FL 33483
Dear Mr. D unham,
I have personally reviewed JR Davis's design for his new Banyan Road home. I m ust say that I
feel that it is very well done an d appropriate for the neighborh ood . Being a contiguous neighbor,
I hav e no problem with his pro posed plans.
I hope that you will recon sider his proposal.
Since
hn Arscott
582 Palm Way
804-382-9300
THEPETESTORE.COM
CONNECTICUT • DELAWARE • FLORIDA • GEORGIA • MARYLAND • M ASSACHUSETTS
RHODE ISLAND • SOUTH CAROLINA • TENNESSEE • VIRGINIA
David and Cameron Given
3300 Polo Drive
Gulf Stream, FL 33483
January 29, 2022
To wn of Gulf Stream
Town Manager
Mr. Greg Dunham
100 Sea Road
Gulf Stream, FL 33483
Dear Mr. Dunham:
We are writing on behalf of JR and Nadia Davis and their plans to build a new home directly
across from us on Polo Cove. We have seen the renderings and think they are very tasteful a nd
in keeping with the Gulf Stream neighborhood. We hope they will be able to move forward and
build this home on Banyan Road. We know we would enjoy looking at it on a daily basis.
Respectfully yours,
David and Camero n Given
Jan. 27th, 2022
Town of Gulf Stream
Mr. Greg Dunham
Town Manager
100 Sea Road
Gulf Stream, FL 33483
D ear Mr. Du nham,
I hav e pe rson ally reviewed JR Davis's design for his new B anya n Ro ad home. 1 m ust say that I
feel that it is very well done and appropriate for the neighborhood. Being a contiguous neighbor,
I have no problem with his pro posed plans.
I hope that you will recon sider his proposal.
Sincegly
Jbhn Arscott
582 Palm Way
804-382-9300
THETHEP ET ESTORE. COM
CONNECTICUT • DELAWA RE • FLORIDA • GEORGIA• MARYLAND • MASSACHUSETTS
RHODE ISLAND • SOUTH CAROLINA • TENNESSEE • VIRGINIA
Expression of Support
Sheree & Ramon Nicholl
544 Banyan Road
Nadia Davis swears under oath that on December 18, 2021, she received a call
from Sheree Nichol) at 544 Banyan Road, upon receipt of the letter / renderings
placed in cove neighbors' mailboxes .
Sheree said that "the house is very lovely, I am excited for you and appreciate
your thoughtfulness in providing the letter." She indicated that her husband had
recently suffered a stroke and that they were 'in -and -out'.
Nadia and J. R. Davis are providing this letter in lieu of asking for a written support
letter from Mrs. Nicholl given what she is currently personally dealing with for her
husband and no t wanting to burden them.
From: Michelle Clark <michellefclarkl@gmaii;com >
Date: January 21, 2022 at 1:23:18 PM EST
T o: nadiabdavis@gmail.com
Subject: Hello Nadia, Happy 2022!
I have been meaning to write to you as my granddaughter, Mary, has been here with us at 3250 and she
would lo ve to come and play with your girls. Are you still living in your home?
Thank you for the Neighborhood Cove letter.
H opefully, you h
ave come to an agreement on your plans. Your new home
looks beautiful.
Please let me kno w if your daughters are free to play with Mary . She will be leaving on the 25th and
would love to play.
Enjoy the day!
best,
Michelle Clark
203 984-9883
*** Sensitive sentences have been redacted above by J.R. Davis
Jan uary 31, 2022
Town of Gulf Stream
Mr. Greg Dunham
Town Manager
100 Sea Road
Gulf Stream, FL 33483
Dear Mr. Dunham:
We are writing in suppo rt of1R an Nadia Davis a nd their plans to build a new home at 588 Banyan Road.
Bridgit and I have reviewed the plans and we think that they are going above and beyo nd when it comes
to maintaining the lo ok and feel of the neighborhood. As a P olo Cove neighbor, we believe their
construction will be accretive to not only their property but others in the area as well . I am hopeful that
yo u will reconsider their proposed plans.
Sincerely,
Ryan and Bridgit Howard
578 Palm Way
607.592. 7076
Scanned with CamScanner
Other
Support Letters & Statements from
Core (Non -Cove) Neighbors
588 Banyan Road
PETER W. KLEIN
3157 P OLO DRI VE
GULF STREAM. FLORIDA 334.53
Ja nuary 31, 2022
Town of Gulf Stream
Mr. Greg Dunham
Town Manager
100 Sea Road
Gulf Stream, FL 33483
Dear Greg:
I hope you enjo yed the holidays. Best wishes for the New Year.
I write in support of JR and Nadia Davis's project at 588 Banyan Road.
Unlike some of the critics of their design, I spend a fair am ou nt of time
viewing the lot and existing home on my near -daily walks on Banya n
a nd thro ughout the Core. I don't think there is too much mass, and I
like the design. I think their home will be particularly attractive give n
its siting on a large point lot. When it comes to mass, I know whereof I
speak — I'm the guy who lives o ppo site 3140 Polo, which has to be an
aesthetic low-water mark when it comes to struct ures that have been
allowed to be built in the Core.
Sincerely,
Peter W. Klein
Cc: JR and N adia Davis
TEL 561-400-6236 EMAIL PWKLEIN@GMAIL.COM
Christopher H. R uth
3212 Gulfstream Road
Gulf Stream, FL 33483
January 31, 2022
Town of Gulf Stream
Mr. Greg Dunham
Town Manager
100 Sea Road
Gulf Stream, FL 33483
Dear Mr. Du nham:
As you know, we are in the process with respect to an additi on to our home . Thank you for y our
assistance with your efforts allowing our project to move forward.
I am writing in support of JR and Nadia Davis' pla ns to build a new h ome at 588 Banyan R oad.
I hav e known JR for man y years, even pre -dating o ur move to Gulf Stream about eight years
ago. His large fa mily an d ou r children have shared classes together at the Gulf Stream School
an d we have had many social and business gatherings .
One of the things that always appealed to us about the G ulf Stream Core is the bala nce it
achieves between maintaining consistency of style and at the same time allowing enough
v ariatio n to keep things interestin g and not too homogeneous . This, in my mind, is one of the
co re elemen ts of the town's appeal an d must be guarded carefully. At the same time, as society
evolv es, we all seem to have a need for more space, especially duri ng Co vid!
I am confiden t JR's plans wou ld involve a timeless, classic appeal consiste nt with the goals of
the A rchitectural Review Board. I am n either an architect or engin eer, but I do know that JR
shares my v iews on the town an d seeks to build something that will be additive to the core . I
hope the Board and the Commissioners will look favorably u pon his plans. Please feel free to
contact me with any question s.
Sincerely,
Christopher H. Ru th
917-767-3188
Thomas & Chiara Clark
3432 N. Ocean Bl vd.
Gulf Stream, FL 33483
January 31, 2022
Town of Gulf Stream
Town Manager
Mr. Greg Dunham
100 Sea Road
Gulf Stream, FL 33483
Dear Mr. Dunham,
Chiara and I are writing on behalf of The Davis Family — J.R. and Nadia — regarding the constructi on of
their proposed new ho me. We have discussed the project with them for several months and have seen
the renderings. We bo th believe that plans are tasteful and consistent with the aesthetics (i.e . "look and
feel") of our neighborhood in Gulf Stream.
We hope that you will allow them to proceed with the building of this new home — an upgrade. It
should further enhance the attraction of our town.
Be well,
Thomas & Chiara Clark
Alex and Kate Condon
12 Banyan Road
Gulf Stream, FL 33483
January 29, 2022
Town of Gulf Stream
Town Manager
M r. Greg Dunham
100 Sea Road
Gulf Stream, FL 33483
Dear Mr. Dunham:
We are writing on behalf of JR and Nadia Davis and their plans to build a new home dow n the
street from us. While not directly impacting us, we have seen the renderings and think the
Davis family has proposed them within the tasteful standards of the Town of Gulf Stream.
The landscaping and architectural designs are beautiful, and we very much hope they receive
approval on the plans.
Res - ctfully yo urs,
A e and Kate Condon
/4.4.4.4,.
TOWN OF GULF STREAM
Gro ss Lot Area
3C ), av e:70.
Effective Lo t Area
FAR Calculations
EXISTING
1s t Floo r Living
Ceilings over 15' (double)
2nd Floor Living
1st Floor Covered
(porches , overhangs > 2 %')
2n d Floor Co vered
Awnings > 3' an d scre en
enclosure (at 50%)
Garage
Gross Floor Are a
Out Bu ildin gs
Total Floor Area Pro posed
First 20,000 X .33
Over 20,000 X . 20
Total Allo wable FAR
Per Manual
Total H ra dscape Area
Required Landscape Are a
(lot size x 40%
Actu al % Landsca pe O pen
Space Area
DEMO
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X:\DEPUTY SHARED\Forms\Bldg & Occ Reg De pt Forms\SITEDATA. DO C
► RECEIVED i
OCT 27 2021
Town of Gulf Stream, FL
I OWN OF U,7ULF STREAM
PALM BE ACH COUNTY, FLORIDA
COMMISSIONERS
SCOTT MOR GAN, Mayor
THOMAS M. STANLEY, Vice -Mayor
PAULA. LYONS, JR .
JOAN K. ORTHWEIN
D ONNA S. WHITE
STATE OF FLORIDA
COUNTY OF PALM BEACH
TOWN OF GU LF STREAM
AFFIDAVIT
Telephone
(561) 276-5116
Fax
(561) 737-0188
Town Manager
GREGORY L. DUNHAM
T own Clerk
RITA L. TAYL OR
BEFOR E ME THIS DAY PERSONALL Y APPE ARED ydtoMS -n4J►s
, WHO BEING DULY SWORN, DEPOSES AND SAYS
THA T THE ACCOMPA NYING LIST OF P ROPERTY OWNERS, MAILING
ADD RESSES AND LEGAL D ESCRIPTIONS OF ALL PROPE RTY (cir cle one):
(1) within 25 feet, *(for N. O cean O ve rlay, Demolition, La nd Clearing, Signs a nd Site
Plan Review
(2) within 300 feet, *(for Va riances or Appeals)
(3) adjacent to *(fo r Special Exceptio ns)
TH E BELOW D ESCRIBED PARCEL OF LAN D IS, TO THE BEST OF HIS
K NOWLEDGE, COMPLETE A ND A CCURA TE AS RECORDED IN THE LATEST
OFFICIAL TAX ROLLS IN THE PALM BEACH COUN TY COURT HOUSE .
*street and waterways are excluded from this distance
THE SUBJECT PROPERT IS LEG ALLY D ESCRIBED AS FOLLOWS: ?l 4%". G""1S
I. -r1 -1 S So fl- c' LTaa -$ S 57 1 1" 47F t,-ra4-
FU RTHER AFFIAN T SAYETH NOT:
SWORN AND SUBSCRIBED BEFORE ME TH IS
13
(SIG
gel oilk Notary Public State of Florists
fit; Thaynara M azzoni
My Commission GG 2121440
\w./ Expire s 04/29/2022
DA Y OF C6,40ter , 20 9 1
Y ,•BL
100 SEA RO AD, GULF STREA M, FLORIDA 33483
*► RECEIVED 4
OCT 27 2+J2i
Town of Gulf Stream, FL
TOWN OF (.GULF bTREAM
PALM BEACH COUNTY, FLORIDA
COMMISSIONERS
SCOTT MORGAN, Mayor
TH OMAS M. STANLEY, Vic e -Mayor
PAULA. LYONS, JR .
J OAN K. ORTHWEIN
DONNA S. WHITE
STA TE OF FLORIDA )
COUNTY OF PALM BEACH )
TOWN OF G ULF STREAM )
AGENT AFFI DA VIT
BEFORE ME TH IS DAY PERSONALLY APPEARED (Ow ner) 1 .1 ,-.16
, WHO BEING DULY SWOR N, DEPOSES A ND SA YS:
Telephone
(561) 276-5116
Fax
(561) 737-0188
T own Manag er
GREGORY L. DUNHAM
Town Clerk
RITA L. TAYL OR
TH AT THE PERSON(S) OR COMPANY OR FIRM LISTE D BELOW
H AVE THE CON SENT OF THE OWNE R OF THE PROPE RT Y LISTED
BELOW TO REPRESENT TH E OWNER OF SAI D PROPERTY AS
AGENT FOR SITE PLAN REVIEW WITHIN THE TOW N OF GULF STREAM .
TH E SUBJECT PROPERTY IS LEGALLY DESCRIBED AS F OLLOWS: ?LAI of ?al .C3:
(ova" LT1-) S LA" a. 3 S 'S, t o r
A GENT'S(S) NAME: 1-aT.d ltil r2-Ei
COMPANY OR FIRM NAME: ) f i,-Vrt 4p -c44 1 -re yrs
AGENT'S AD DRES S : G I Oa i'R.ok E 1.4 �v►-l� j�•bI'*-w'1.1.0.1 9('I r1't~
�31-1V5
A GENT'S PHONE: (56:0 9. 5° 041 �( $
FURTHER AFFIANT SAYETH NOT.
(Owner Sign ature)
SWORN AND SUBSCRIBED BEFORE ME THIS 15 DAY OF
Nota ry Publ ic State of Florida
Thaynara M azzoni
� My Commission GG 212143 (
`M1►d Expires 04/2!/2022
100 SEA ROAD, GULF STREAM, FLORIDA 33483
► RECEIVED -4
OCT
Town of G?,'{ r'
N 'e:
.4 .]rlr,. i5:
111111111111111111111111111111111111111111111
CF I '4 201807900 4
PREPARED BY AND RETURN TO: (WIC #182)
PETER S. BROBER G, ESQUIRE
COE & BROBERG LLP
223 Peruvian Avenue
Palm Beach, Florida 33480
P C N : 20-43-46-03-02-000-0010
OR BK 30 1 PG OF', 29
RECORDEB 10 —S/2018
ANT 10. .00
fl x: St amp 0,.70
Pall Bunch County? Florida
`'Ico.rnn P. t3 ncI:rf:L.@'i;,F; F., +;UHF''F'fliLEF
1='o_, 0599 - 601; (Ti?invs
I11111111111111111111{11111111111111111111111
F k
00 .00
lr. .'.!.,`, Iola 'a•I
M Ct)IASi.'
Bo ! {K CWJP .
WARRANTY DEED
THIS DEED, dated this day of , A.D. 2018, between
PETER S. BROBERG, as SUCCESSOR TRUSTEE o. the PERRY HOLLIDAY O'NEAL
REVOCABLE TRUST U/A/D MAY 13, 2011*, whose address is 223 Peruvian Avenue, Palm Beach,
Florida 33480, hereinafter called the Grantor, and JAMES R. DAVIS, JR ., as TRUSTEE of the
JAMES R. DAVIS, JR. REVOCABLE TRUST DATED DECEMBER 14, 2017* *, whos e address is
588 Banyan Road, Gulf Stream, Florida 33483, hereinafter called the Grantee.
WITNESSETH: That for the sum of Ten Dollars ($10.00) and other good and valuable
considerations, said Grantor does hereby grant, bargain, sell, alien, remise, release, convey and
confirm unto the said Grantee all that certain piece of property and tract of land situate in the
County of Palm Beach and State of Florida, described as follows:
Lot 1 and the South 50 feet of Lots 2 and 2A, POLO
COVE, according to the Plat thereof, as recorded in
Plat Book 24, Page 73, of the Public Records of
Palm Beach County, Florida.
* PETER S. BROBERG, Grantor, does hereby certify that the above -referenced property
does not now and has never in the past constituted his homestead.
**WITH THE POWER A ND AUTHORITY EITHER TO PROTECT, CONSERVE, AND TO
SELL OR TO LEASE, OR TO ENCUMBER OR OTHERWISE TO MANAGE AND DISPOSE OF
THE REAL PRO PERTY D ESCRIBED HEREIN PURSUANT TO FLO RIDA STATUTE § 689.073.
SUBJECT TO easements, reservations and restrictions of record and to taxes for the year
2018.
TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging
or in anywise appertaining.
TO HAVE AND TO HOLD the same in fee simple forever.
RECORDER'S NOTE: Documenta ry Sta mps were pa id on $4,500,000.00 upon recording of the
Warr anty De ed in Offic ial Reco rd Book 29818, Page 1744, Pu blic Recor ds of Pa lm Beach
Co unty, Florida. This doc ume nt is being rec orde d to co rrec t the No tary sea l on the
property conve ye d.
Page 1 of 2
LAW OFFICES OF COE & BROBERG LLP - PALM BEACH, FLORIDA
AND the said Grantor hereby covenants with said Grantee that the Grantor is lawfully seized
of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey
said land, and hereby fully warrants th e title to said land and will def end the same against the lawful
claims of all persons whomsoever.
IN WITNESS WHEREOF, the Grantor does hereunto set their hand and seal the day and
year aforesaid .
Signed, sealed and delivered
in the presence of:
PERRY H OLLIDAY O'NEAL REVOCABLE
TRUT U/A/D MAY 13, 2011
Sign: -t �"� ""- �/ �E%� By:
Print:
Sign: '14 OTh
! ,
Print: r
STATE OF FLORIDA
COUNTY OF PALM BEACH
PETER S. BROBERG, assSIJCCESSOR
TRUSTEE
Th foreg9o ing instrument was sworn to and acknowledged befor e me this day
of fL.7 2018, by PETER S. BROBERG, as SUCCESSOR
TRUSTEE, of the PERRY HOLLIDAY O'NEAL REVOCABLE TRUST U/A/D MAY 13.2011 , who
is personally known to me, or who presented as identification, and who did [did
not] take an oath.
--)4C--714/5
NO TA RY PUBLIC
My Commission Expires:
i
ANNE M. MORGAN
.6 ;;: MY COMMISSION # OG 075980
%V, gf EXPIRES: March 15, 2021
sdFIx°w BwrkdMNNotary Public UtdemS
i
psbi/P.VO'NEAL Perry\TRUSIl588 BANYA N ROAD \SALE to JAMES DAVIS TRUST CIas ng nor,\ Warranty Deed wpd
Pa ge 2 of 2
LAW O FFICES OF COE & BROBERG LIP - PALM BEACH, FLO RIDA
STATE OF FLORIDA
COUNTY OF PALM BEACH
Before me, the undersigned authority, appeared ANNE M. MORGAN , who is personally known
tome, or who has produced N/jq as identification, and who by me being first duly
sworn deposes and says that he/she is one of the subscribing witnesses to the foregoing
instrument and that the foregoing instrument was executed in his/her presence by PETER S.
BR OBER G, as SUCCESSOR TRUSTEE of the PERRY HOLLIDAY O'NEAL REV OC ABLE TRUST
U/A/D MAY 13, 2011.
ANNE M. MORGAN
Sworn to, subscribed and acknowledged b efore me this 10 4` day of _
August , 2018, by ANNE M. MORGAN who is personally known to me or who has produc ed
as identification.
NOTARY PUBLI
My Commission Expires:
ti
MARITZAVE LEZ
;.� MY COMMISSION ! FF 911235
is EXPIRES: August 19, 2019
Bonded TAN Notary Pubic Urpen ,M1en
Page 1 of 1
LAW OFFICES OF COE & BRO BERG LLP - PALM BEACH , FLORIDA
Location: Downtown Service Center
Doro thy Jacks, CFA
Palm Beach County
Pro perty Appraiser
Notes:
0 15 30 60 w 120
Feel
Ma p Scale
Produ ce d on: 9/92021
Key
Selecte d Pa rce ls M;100 rat 300 11111 500
Others ___ . 200 MN 400
NOTICE OF APPLIC ATION FOR DEVELOPME NT APPROV AL
NOTICE IS HE REBY GIVEN that the Architectural Review and
Planning Board of the Town of Gulf Stream will hold a Public
H earing on THURSDAY, November 18, 2021 at 8:30 A.M., and the Town
Commission will hold a Public Hearing on FRI DAY, December 10, 2021
at 9:00 A.M ., both in the William F. Koch, Jr. Commi ssion Chambers
of the Town Hall, 100 Sea Road, Gulf Str eam, Florida, at whi ch th e
following will be considered:
An application submitted by Benjamin S chr eier of
Affiniti Archit ects, as Agent for James and Nadia
Davis , owners of t he property located at 588 Banyan Road,
Gulf Stream, Florida, legally d escribed as Plat of Polo
Cove Lt. 1, S 50 ft. of Lt 2 & S 75 ft of Lt 3 & N 55 ft
of Lt 2A for the following:
A. DEMOLITION PERMI T to remove existing structure s on
the property, with th e ex ception of the existing
entry wall pier feature at th e entrance .
B. SPECIAL EXCEPTION to redu ce the rear setback from
50' to 35' as per Se ction 70-75 (j), R ear S etbacks
For Waterfront Lots in the Core Di strict.
C. LEVEL 3 ARCHITECTURAL/SITE PLAN REVIEW to permit
the construc tion of a single family, two story,
8,699 sq. ft. Anglo Caribbean dwelling with
attache d 2&1/2 car garage and a swimming pool.
The Architectural Review and Planning Board shall make a
recommendation to the Town Commission, and the Town Commission
s hall make a final dec ision regarding the subject appli cation at
the meetings noticed above. These meetings may be adjourned from
time to time and place to place as may be ne cessary to hear all
parties and evide nce.
The co mplete applic ation materials are on file in the Office
of the Town Clerk loc ated at 100 Sea Road, Gulf Stream, Florida
33483, and may be reviewe d during regular business hours, which
ge nerally 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 and the T own Commiss ion of
the Town of Gulf Stre am at the times and place aforesaid and be
heard.
SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY
THE ARCH ITECT UR AL R EVIEW AN D PLANN IN G BOARD OR THE T OWN COM MISSION
WITH R ESPECT TO ANY M ATTER CONSIDERED AT THESE PUBLIC HEAR IN GS,
SAID PARTY W ILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SU CH
PURPOSE, MAY NEED TO INSURE THAT A V ERBATIM R ECORD OF THE
PROCEED INGS IS MADE, WHICH RECORD INCLUDES THE TESTIM ONY A ND
EVID ENCE U PON W HICH THE APPEAL IS TO BE BASED . 286.0105, F.S.S.
Date d: Octo be r 31, 2021
TOWN OF GULF STREAM
a
Rita L. Taylor
Town Clerk
TOW N OF GULF STREAM
100 SEA ROAD
GULF STREAM, FLORIDA 33483
20434603020000250
GULFSTREAM TOWN OF
100 SEA RD
DELRAY BEACH FL 33483 7427
25
POS4
F- 9iJ o1.m�
I' o PITNEY BOWES
02 1P X000 .53°
0000522826 OCT 26 2021
MAILED FROM ZIP CODE 33487