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APP 23-20 (Large Plans in File)
Town of Gulf Stream Pre - Application Checklist: Level III Owner's Name: Santoro Address: 930 Emerald Row PART 1. APPLICATION REQUIRE MENTS To be completed by Town Staff during pre -application conference. A. Re view and Appr oval Pr ocesses 1. N. Ocean Overlay Permit 2. Land Clearing Permit 3. Annexation Review 4. Comprehensive Plan Text Amendment Review 5. Demolition Permit 6. Future Land Use Map Change Review 7. Appeal 8. Zoning code Text Amendment Review 9. Sign Review 10 . Site Plan Review, Level III 11. Site Plan Revision 12. Special Exception Review 13. Subdivision Review 14 . Variance Review 15. Rezoning Review 16. (Other) N. Ocean Blvd . Landscape Disturbance Permit . Application Materials NUMBER OF COPIES REQUIRED APPLICATION MATERIAL OFFICIAL USE ONLY NEED REC REV 1 1. Completed Development Application ../ 2. Fee of $1,500 + $50 = $1,550 17 3. Generation Location Map (on site Plan) i 17 4. Site Plan (2 full size, 15 reduced to 11x17*) ,/ 17 5. Building Elevations (2 full size, 15 reduced to 11x17*) (,/ 17 6. Floor Plans (2 full size, 15 re duced*) / 17 7. Roof Plans (2 full size, 15 reduced* ) ,/ 17 1 8. Perspective and/or Color rendering of all the above 8a. PowerPoint presentation / 1 9. Drainage Plan (if site is altered) 17 1 10. Landscape Plan (2 full size, 15 reduced to 11x17*) - including tree disposition 10a. Certification that Landscape Plan conforms to GS Code Section 66-1 "Open Front Lawn". See definition ✓ 1 11. Septic Tank Permit 1 12. DOT Driveway Permit (if on A1A, for any alterations to drive) 1 13. DOT Landscape Permit (A1A) 17 14. Survey (11" x 17" ) N. 15. Subdivision Plat 16. Concurrency Documents 1 17. Proof of Ownership (warranty de ed) ✓ 1 18. Age nt Affidavit ✓ 1 19. List of Adjacent Prope rty Owners x% Envelopes 20. Property owners within 600' (stamped, self-adhesive addressed envelopes with no return address) 1 21. Property Owners Affidavit I./ 1 Set 22. Photos of Existing Home (if applicable) 1 23. Construction Traffic Management Plan: Prior to Permit 1 24. Damage Bond: $5,000 Prior to Permit *NOTE: Where multiple copies of a drawing are required, two copies sha ll be an origina l full size (24" x 36") drawing which is signed and se aled. All other copies shall be reduce d to 11" x 17". Please refer to the instructions for more detailed info rmation. X:IDEPUTY SHARED\BIdg & Occ Reg Dept FormslLevel 3 Pre-Appl. Cklst.docx Page 1 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAUL A. LYONS, JR. JOAN K. ORTHWEIN THOMAS A. SMITH October 13, 2023 Mr. Brian Santoro 930 Emerald Row Gulf Stream FL 33483 Dear Brian: Telephone (561) 276-5116 Fax (561) 488-1009 Town Manager GREGORY L. DUNHAM Town Clerk RENEE R. BASEL This is to confirm that at the Public Hearing held by the Town Commission on October 13, 2023, your application for a Level III Architectural/Site Nan to permit the construction of a 5,432 sq. ft. Gulf Stream Bermuda two-story, single-family dwelling with a three -car garage and swimming pool, as well as a Special Exception to exceed the permitted FAR by 98 sq. ft. was heard. The application was approved with the following conditions: Any minor modifications to the approved landscaping shall be submitted to the Town Manager for review and approval and any major modifications shall be brought back to the ARPB for review and approval, prior to commencement of landscaping. Any modifications to the approved color scheme shall be submitted to the Town Manager for review and approval. The approval shall expire on October 13, 2024, if a Building Permit Application, including the aforementioned improvements, has not been applied for. Kind regards, en • ' . Basel, MM Town Clerk FACC Southeast Director PBCMCA President Cc: Jay Colestock 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM TOWN COMMISSION REPORT Application #: 23-20 Address: 930 Emerald R ow Proposed Improvement: Appro vals Requested: Level III Architectural/Site Plan Review: Special Exception: Demo litio n Permit: Land Clearing Permit: Gro ss Lot siz e: 16,162.60 sq. ft. Proposed Total Flo or Area: 5,432 s Owner: Brian Santor o Agent: Richard Gould, Estate Devel opment C orp. C onstruction of a 5,432 sq. ft. Gulf Stream Bermuda, tw o- st ory, single-family dwelling with a three -car garage and swimming p ool. To permit the c onstruction of a 5,432 sq . ft . Gulf Stream Bermuda, tw o-story, single-family dwelling with a three -car garage and swimming p ool . Per Secti on 70-72(b) to exceed the ma ximum permitted F AR by 98 sq. ft . To dem olish the e xisting structure . To clear some of the e xisting vegetation from the building site. Effective Lot Area: 16,162.60sq . ft. q. ft. Allowable Floor Area: 5,334 sq . ft. Required Landscape Area: 6,465 sq Eave Height: 13' 6" Zo ning District: RS -P . ft. Actual Landscape Area: 8,138 sq . ft. Roo f Height: 30' Issues Co nsidered During Review: Section 66-144 Standards: Regarding Le vel III architectural/site plan review Section 70-4 How to use this manual: Regarding Design Standards Sectio n 70-67 Effective lot a rea Section 70-70 Floo r area calculatio ns Sectio n 70-72 Special exceptio n flo or area ratio (FAR) Section 70-74 Setba cks Section 70-100 Roof and eve heights Sectio n 70-187 Table of District Standards Discussio n: During the September 28 hea ring, the A RPB directed the applicant to address the windo w directly left of the fro nt entryway. The Applicant has do ne so , by narrowing it so it co uld include tra ditional shutters similar to those on the remaining windows of the ho me. That change ha s been made and is reflected in your materials. One of the defining characteristics of the Place Au Soliel district is open front lawns. Open fro nt lawns is defined as fo llows: Open front lawns sha ll mean an unobstructed view vista of the front lawn of at least 75 percent of the front prope rty line without landscape planting ex ceeding a ma ture height of three feet. The ARPB File # 23-20 ARPB: September 28, 2023 COMMISSION: Oct ober 13, 202 Page 2 landscaped vista view plantings over three feet shall be no m ore than 25 percent of the front property line. The landscape architect testified that there would be four oak trees, 18' each at planting, in the fr ont yard. The Landsc ape Architect has been asked to make adjustments to the landscaping as needed to protect the vista view. The application includes a request to exceed the maximum permitted FAR by 98 sq . ft . pursuant to section 70-72(b), which reads as follows: (b) Roof projections. Up to 300 square feet of roof projections (covered, u ne nclosed floor areas) may exceed the max imu m permissible FAR subject to the followi ng: (1) Maximum floor area. The maximum floor area in e xcess of FAR is 300 square feet . One or more roof projections may be approved under this special exception provided the t otal fl oor area of all projections do es n ot ex ceed the max imum permitted FAR, by more tha n 300 sq uare feet . (2) Specific standards for review. a. The roof projection (s) shall be compatible and compleme ntary to the architect ure of the stru ctu re an d shall add appropriate architect ural detail and relief to a facade. b. The roof projection(s) shall not make the structure look more massi ve . c. The total floor area of the roof projection s shall not e xceed the maximum permissible FAR by more than 300 square feet. d. For each on e squ are foot of roof projection ov er the maximum permissible F AR, two square feet of roof projection must be provided that are within the maximum permissible F AR, and all sha ll rema in forever un en closed. e. Prior to the issuan ce of a certificate of occu pancy or certificate of completio n, the owner of the property shall prepare and record a deed restriction which, at a minimum, shall provide that all roof projection areas required to remain u nenclosed as per approv al of this special exceptio n shall remain so for as long as the structu re is in existence or exceeds the maximum permissible FA R. ARPB member Teri Power asked why the special exception was being requested, to which the application noted that the request was for additional covered, unenclosed area for the rear patio, as shown on page A-5. The ARPB recommended appro val of the special exceptoion 3-0. Mo tio ns: Motion to appro ve a Level III Architectural/Site Plan based on a finding that the co nstructio n of a 5,432 sq. ft. Gulf Stream Bermuda, two -sto ry, single-family dwelling with a three -car garage and swimming poo l meets the minimum intent of the Design Manual and applicable review standards with the follo wing co ndition: 1. A ny minor mo difications to the appro ved landscaping shall be submitted to the Town Manager fo r review and appro val and any majo r modificatio n shall be brought ba ck to the ARPB for review and approval, prior to commencement of landscaping. Motion to appro ve a Specia l Ex ception per Sectio n 70-72(b) to ex ceed the maximum permitted FAR by 98 sq. ft. ARPB File # 23-20 ARPB: September 28, 2023 COMMISSION: October 13, 202 Page 3 Motion to appr ove a Dem oliti on Permit to dem olish the existing structure. Moti on to approve a Land Clearing Permit to cle ar some of the existing vegetation from the building site. ARPB Date: September 28, 2023 Action: Level III Architectural/Site Plan Review: Rec ommended Appr oval 3-0 Special Exception: Recommended Approval 3-0 Demolition Permit: Recommended Appr oval 3-0 La nd Clearing Permit: Recommended Appr oval 3-0 To wn Commissio n Date: October 13, 2023 Actio n: Level III Architectural/Site Plan Review: Appr oved 4-0 Special Ex ception: Reco mmended Approval 4-0 Demolitio n Permit: Reco mmended Approv al 4-0 Land Clearing Permit: Recommended Approval 4-0 Renee Basel From: Sent: To: Subject: Jay, Trey Nazzaro Wednesday, October 4, 2023 2:41 Jay Colestock; Renee Basel RE: Santoro- THANK YOU PMAPPROVED SET OC [ 13 2023 TOWN OF GULF STREAM, FL Question about landscaping. One of the defining characteristics of the Place Au Soliel district are open front lawns. Open Front Lawns are defined as follows: Open front lawns shall mean an unobstructed view vista of the front lawn of at least 75 percent of the front property line without landscape planting exceeding a mature height of three feet. The landscaped vista view plantings over three feet shall be no more than 25 percent of the front property line. The landscape architect testified that there would be four oak trees, 18' each at planting. I believe this will violate the district standard for open front lawns, but I also realize that the property is wider at the front than the rear. Can you please pass on my concerns and have him make adjustments as needed to protect the vista view? Thank you, Trey Edward (Trey) C. Nazzaro Assistant Town Attorney Town of Gulf Stream 100 Sea Road Gulf Stream, Fl 33483 (561) 276-5116 Notice: Florida has a very broad public records law. Written communications regarding Town of Gulf Stream business are public records available to the public upon request. Your e-mail communications are therefore subject to public disclosure. Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone or in writing. From: Jay Colestock <jay@cmarchitects.com> Sent: Thursday, September 28, 2023 4:18 PM To: Trey Nazzaro <tnazzaro@gulf-stream.org>; Renee Basel <rbasel@gulf-stream.org> Subject: Santoro- THANK YOU [NOTICE: This message originated outside of the Town of Gulfstream -- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Renee and Trey, 1 TOWN OF GULF ST REAM TOWN COMMISSION REPORT Applicati on #: 23-20 Address: 930 Emerald Row Proposed Improvement: Approvals Requested: Level III Architectural/Site Plan Review: Special Ex ceptio n: Demolitio n Permit: Land Clearing Permit: Gross Lot size: 16,162. 60 sq. ft. Pro po sed To tal Floo r Area: 5,432 sq. ft. Required Landscape Area: 6,465 sq. ft. Eave Height: 13' 6" Zo ning District: RS -P Owner: Brian Sant oro Agent: Richard Gould, Estate Development Corp . C onstruction of a 5,432 sq. ft. Gulf Stream Bermud a, two- st ory, single-family dwelling with a three -car garage and swimming p ool. To permit the constructi on of a 5,432 sq. ft. Gulf Stream Bermuda, tw o-story, single-f amily dwelling with a three -car garage and swimming p ool . Per Secti on 70-72(b) to exceed the maximum permitted FAR by 98 sq . ft. To dem olish the existing structure. To clear s ome of the existing vegetation from the building site. Effective Lot Area: 16,162 .60sq . ft . Allowable Floor Area: 5,334 sq. ft . Actual Landscape Area: 8,138 sq . ft . Roo f Height: 30' Issues Considered During Review: Sectio n 66-144 Standards: Regarding Level III architectural/ site plan review Section 70-4 How to use this manual: Regarding Design Sta nda rds Sectio n 70-67 Effective lot area Sectio n 70-70 Floo r a rea calculations Section 70-72 Special exceptio n flo or area ra tio (FAR) Section 70-74 Setbacks Section 70-100 Roof and eve he ights Section 70-187 Table of District Standards Motions: Motio n to appro ve a Level III A rchitectural/Site Plan based on a finding that the co nstruction of a 5,432 sq. ft. Gulf Stream Bermuda, two -story, single-family dwelling with a three -car garage and swimming po ol meets the minimum intent of the Design Ma nual and applicable review standards with the fo llowing condition: 1. Any mino r modifications to the appro ved landscaping shall be submitted to the Town Ma nager for review and a pprova l and a ny major modification shall be brought ba ck to the ARPB fo r re view and approval, prio r to commenceme nt of landscaping. ARPB File # 23-20 ARPB: September 28, 2023 COMMISSION: October 13, 202 Page 2 M oti on to appr ove a Special E xcepti on per Section 70-72(b) to exceed the maximum permitted F AR by 98 sq. ft . Moti on to appr ove a Demolition Permit to dem olish the e xisting structure. Motion to appr ove a Land Clearing Permit to clear s ome of the existing vegetati on fr om the building site. ARPB Date: September 28, 2023 Action: Level III Architectur al/Site Plan Review: To wn Commissio n Date: October 13, 2023 Action: Level III A rchitectural/Site Plan Review: T�ryr pl Gull TOWN OF GULF STREAM. FLORIDA ► RECEIVEDI SEP 112023 Town of Gulf Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL i'lk; term $ In nr. Ann Ir.r I &an: aire-a 'i:n^..ti aP? Lair.% tJ v T eai Ct' Urxr n e ..11 rLa 5'r4,M :+rdvez ilra f{nvir?. any Plarr it x ;.UJaid Dun c' .t'IdU -loe rt 1�3ni,` T,21sIgsri : c **.i :' ii7P j1i aY:rl h' fair ;y,vw_r y. p'cwsr utter UK acme panyiji C=rr• 11 = `'1.vt.r:4:icent ;T.9024 F;. rr Fpilirr* tor:r:roplatn this torn proaorly will delay 115 consideration. AB'P$ Fda PART II t.FNFRAt INFORMATION A. Project Inrorinotian "Al P, ev:',N i' ' taint ..M(lr-'L t} 17)g -c) 1A Pror.:! Mdrass: i 30_._.. K. 'A.3 Pi» : P'Cr:rirr:sc Lep2 OeBCOGtior, I.�.+l fial?c; Cti:•J u:i�i� Al: t'19.e+d u•6.aL4LL I A fi iarn F.7nla c nt Nrtw sru",tm at Miaow I s._ Arn'inerlutai stele -lANN if VA LA 11 Check SI t,al aprht. :Ste Plan Re•.iew k' i' Cht>.?or Baulevilr l Cuer14aY jnom,rr i Land Cleai=r o Ict, t.t:19rr eeCie,r r1 sr+ rv> H, tJs:trrXihnn 01 Sln.i_:.lres •ccr-y'c:^_ se::.�r � .mil SLrfaal F.rieLr -r1 1=:lalf.�fir .W :till r,' VanarvP i :o'-''p'eio sr.,:r.cr ; Non esiierCa use •rrr.:,-AWn ,ern*.r. ei CP. C3 Type .fit r eel'c;:•Itln B. Owil er Inlp�rp limn 1 E3 1 ::.. r r 1 cc -t is: IC2. .tires Pi'3,:me Nurrt.' Far s :7mrr . iar=�-.►rc' . C. Agent Inforrr.alian ,'. : aerr. Nana and F nr Name C.2 Aped: Met e46 _....u.._s, :,gcrr Ptirro t,umt:v i:)I C.d :. L'ri; A21gt'iilU l Official Use Only ,hRPB Date: Fre Apo Dote: — Ara Coyle. rid})mn'eht86nr, om i are -c nate,' DRrIS"ri fl ,'.pFIi:atrxn I' Derebplrc•-d FFR'c'•al. rw'ii A04.3203: S iiLe 2Ci)r Pages 2 '.'11.1''1 (IOW $7red`u PART M. PROJECT DESCRIPTOR AND JUSTIFICATION T.R GA .'fit•'lpbrcrt .hv 3rr L j.Yti'r;:ttryt3 birt: c e acp.ltane:n cta:'r,^..rr^•rr' atr:s 41"1rKi5! 4r:. CMS' sesIcr. A'tdrr!1inco.' W'9'St8 OM/ nr.ewr r.ecwstzvy zoo c+C st rZ£ no ykr,:h 7,r_ relo .7r}arta roulw 5/10 6S'11G,'efe A Project DoscnptIon and Justlhcaflhn III ..'• 1 In what 7Crning 6-gU;:,. the prise'.' sle tr l_i'.'' ha 11I A ? 1 1)'y pr4)2w Winpattoe with ale talent of the raring dshrcl Fxplalh: IBA L IS "1¢ dri!rc ttrreislert: ih Irr_ Ft_:Jre Land liar. Map All geAls. otriecl&ies ard lyjlcir. . v' Uw Conlare lrmave ken' Yr.. her Fx;11Ret I! A 4 Hear ar4 i'lrjrerr5 dn1: r;ltras :a ire anoperty la be areedc i7 G- V4-f.t 1 iL iL1 tI 111 A 5 -few arcr IhE 1)IUvin9 �r lilies being s✓'tvsryde43 is the prrFerlyi a. ', torrr'wa(rr r}-enAga 'jt r�3 ea Pj ' r�„ ry `lv" b. S ntary Sewer AS'j:.1j Ti r {! Ire rJ84vr't Water r+ Flectr,cilf it412Ety APT eQu+' t7 1;. Gas ,td{C..- h Cal)ttr Ttlrosign 11I .+ 6 It ire wc;e'i i'rvahe3 lke e-ecticr o' one ar n',ar sir.trluras . pleaare rib* . ibe how Iht bl1uX:Jrt¢t are carstslenl wish Ihp Oiler d in .:: %An E8•'.Ia o (I -e Than cE Gulf Sti-ca:-n Ga:lr. (Attach ai4ilinnal shed rs nacre nr. 1.,A14f IV. ADDITIONAL INFDRMATIDN Sml.rxr1 A r.; !.^. ap 34Y 4.yrat- err pre.roi t;canrn coniefence '.i .h :.7rw s.'Arr ves !::I )" puesnce Snrhln A r'Kn.srAs !ce coni.cirma trr ytlGtiSCt,yr SSror .ns 33 ritual A. AddICionet ApprovaialRequiramarrts IVA 1. L:ees:he wr.jnel rn,rlva 1 C .ar{A wiIJ'ir •RV're! t5C'; of Ilrr AlA (North Ctr.lictteleard;r '1..30 of-+~d{v ves ka hi.Yes . Scctscr; 13 nrttl.7 pat mast to ��mplelF�J.t IVA 2 aGfi• [le pajecl irtvuk II dcrro hnr, al era nr nutre sletG*.rrgs^ :It " deb-. Sealiar• C cf tits oft must be competed d.; Loos the ann.= :rrwaire IN GieilnA) *I'1're 411 rrl of err!' plaid,' c' an extslll. vacart 'cc ar •nnth Itai 1r y' er.x 115°3 at of Ike at: rlst.iise a+ca a(a drrvrlaprd 33t7 Vr. 3 Or —ens' Seellon 11 Of tJr $ 01 roue' L't outnFleted.: IV A 4 1)4e8 ire: ana el 'egjre zta{aaval of Sas_ctal Eicepinn J III "Yea . . on E rf C'1 oRrz must tie 001111t4e'xd.' r;A,.4 IsIIra Yes Nn I varanne wart any regt.lahrrre cc: rtfii' e 1 ,r r8 Zariett Ccce? 'Yoe Spcx,c,A " or ch o pal must Le ccenaleled.; ro FopIc8GCn t9r Devetus nert.Asia3V31. FOP" ALA 32i:'XJ 'Je 3 ztirftlnrraar. tC4 Ti:Yr_'i..,lif 'uf$.1.4111 B. Projects Requiring North Ocean Batilayaal Ovatta', Parrott V D.1. •ti 0jwt S N'n'CGrr. lane:Cap le•almes et utr ide:tutal le :.r es, ale lo be dic-!u bea a• aril le .A.Pry1 extr.rr+ :zl R 7 r.e*cr h4? Ire neec and it-'.liriraliryn rye t1.? di5lurrinnee%Fn.3:lilien ;'4' i3.I. till the C sllitlnx"adc ticn drlrey c. sc,131.st: rnfslr visual M.atonsitar. :!rain sWdn3s. I. nisrarc'eah.rr and ere, tlsacr. or irrrreux nnah.ri:e rr rlarr malrrial Thar clastrnyi, A-iIrp; Ahnrri 11 vcrvs Cr Yst4-..;Y+irnin It* Krill" CCEa1 Rct.1E`.,:'0 C•asita ri;-irl% Ye:, Ns Cicala n "i 6.4 How Ir.-.1c G^', q1 :.ar ir:r:nl Y1r.i Irr'. •r.I T.1 .;'ilsrarr In ln:a"?Ir rr-"r:If.LI'' Y lf.�. ti.nar rnr. ahan ir. rnrescd sa Itzl Inc c sh.rtanrseadr lien has. Ito cos' ripacl pass: tli 'a Inc'asual ai=v 4eblIteA: iuAdly er he 'auillt Ocean Iam,levatJ OYeI^a•r Jiz7i_ . C. ProjartA Raquiring a Dainntdinu Parini! b" C.1 i Then me Ire £icsllnp snuck -re!: lc be do-nal shea'r' V ; i einer7 are U"e ofconsed etrutlues It: Ga corenretair v ;.'7. Villal. is the landmark al the sliu arcs -.a to d::rroltsncc' 0. Projects Requiring a Land Clearing Pc 'nut V ft 1 rE*i f tt? .,il A in(h*g in tis %el* i .ir) l aHaikt U. ~}:r t4ir? t O ' " !)inlay 1}slri t '.! n i rs.-[r t►a trk rtoec and it.sldicalrar. t. Iha rgniG,Bl ryi� ral�?ri v n ? hrry 1; -ne rin•.l. al the F 01.c.: salf .?I Wrjr(t.alKn 1{r (ie>! 1rr irg,;.41 V r. 4 lkeii aid Ihr i(+irs it i rj red relUeelrc +i i elalrie ine.titials la Ise t. elt, .T..J at ti :lrrer'Vev cull% t it L;n1 rlaarrI3 arri : -inAirirlinr » r itixfr are. 1'i?(.?a11?"; v r'r.t What repace-n r`. nijki rill are ptapcsec ) April ratir.0 Ier ne..e.yen r..koroyal. Fgnh At'A 32Ct+7 *, f w?plalnarlr ?rr.4 'ail of Cul -fp-Am E- Projects Reautnng Special Everrlatihne ri E.t 45 the aroansee use a winded Spe*SI Fxccpron a:.e YG COCe Seollan: 70 '72.6 ra.E.2. Mva r It`d t r:rmondhealed and prq,08ed t8 be operated so Mal the public health &Platy. wettarlt, arts morals aril be prati:c1ed? v,) obistllutinoki tV.E.3. W11 Ira use calk su i i'IsBI injviy to Me et other Fraperiy i t We feight."sdd where d is In be b a1ed? Yen Fxptan: iEQU 't,Gtp A T IA tv1' UK Arrim-T7/4(c, rt' F 4 Haw wit the use be callloai+rle with Wiling eareloament and the character ht !ha Untied fw.;t: t i5 robe located? j 1-212ALoiF.144 T iv F. 5 wriat la ndscourra a ?d €e'eenl'1g erg provided? _ V.E. the .re9 rnrrta.-m with ad appicabte rey^U CvarnIng Iftie L eInct wherein it vs la l e a iRd f Ka Fcrtoin• F. Ikon -Residential Projucte pt Groat*, than 2 Units Corr &hen wrote tactities are to ate Fruvided describe ?bar and horn tiny are la be Iranian& ' it tea_atiiCi'= tae1ilie& allele to provided. describe diem OM RIP" potential impacts en 5uirOursdvI Properties PV.F 3. roe each alma hylrwr►g, Ist ire mender ',molded i r rd tree dirransra rs: LtJiig Spd Standard Iaarkna Six3ce Sr*tgt Car Pef+ling Spaces: lardcapped Parking SF.s s. Jr aewayx'Aielee: Applieelinn for Dr:rt:bpmel' Approjai. rCrm A!`IA =de Pogo 5 Saptemtxt 2034 Town or Gilt S~feam G. Prinects Requiring a Variance :curie Section E.11-'153 then gn 157: I � : - Ftorn wtml specific Zurtixj fain rr:guzl.co is a vatian* Ci..10$10C' iv G2. Yhtat d3ee the Zoning Gadc recurs rot IN specific utc IV.ti.:l, Abal is oropcsec IV.G.4 ikhal Mille. total varancee ei:tueste 1 iv.G,S. The Iulkrrving 8 mandatory varance findinng8 rrctn sv$:ctron b' 13s, rru5t be addressed: {Allach Jdili0ne$ rhEo1 d necessary.' 11) Shat specific cm• GCr•* sere! clr u ir,lances exist +Mill are pau.itar to the next. xtrb+_iAre Cr ttRrfdr►g nrnlvert and wh;h ere not appllcatite !0 alter 4ands, structures o• Itr.iklings h :he same remit dish kr.' {25 Ord the specal corrditiolt. arcs orr.:rmslanzes result ri 3n' t1e 8CMCre of lire applicant? Yes Nn :311 W41 pt eating ;he wartance ccnicr upon :'re supicsrr any special privilege ( al i6.Jerxud by the Zcren9 i:ode loonier Iandetrileir or stmclures m the wee zc„na dlslncl? Ye. No 0: Explah• H0w'vvGal d a Itc.rat irt+c'Freta: tixt Or lad prnvdier a o1 the ZOOM Oro nanert deceive the app icerd 01 rights comma* erttrfei! by rthar prnperlms it the Same zOnr'9 dslrrct wirer the 88rr'ed Wire: et Ire orr9nanue and wits* ur+ngenssarr and undue herd5hn on the apprcart'7 iy;• fr. 1hr penance reeu761ed ilia rnimmt n variance MI 110110$ Ansst a Ire reasurrivee bee of the land touidirr: or st .ctr.re Yrs- NO xptarr (61 Vitt granting; the variance permit any prohibited use 10 I* esteblisnad or re establish, J. wee Ka in Is the rer7uesleo valance cons Men' . idi :he oats pnhaes, all r* a lives or t'►e ilea Land Use Map Cr Mr adapted orttprrheiaive Flan+ Vcs No 09 Val the eattari33 be lr hatrnnry wr r the w eral infect and pmraa m of i re Zurirti C"Oinar= are not be lnjunctit :n the area i!4Yak 1' C1 ethhovise de ern 'i ar to Il'e putli-. wnllare? Yes No E+coTa n. Apo itciMOOO fr r?r:uu:lnpment f+Fanu'r8i Fornt A7A 723110 Page 6 $Fp:atmtarr 2,31:14 TtwHno! Laud Stream H. Projocla requiring Rezoning H 1 V.1rdC MO FJI, L stj L r Jesigra on of the Araired sm? IV If the eroed MOWS a R97C4 fl . Zoning Code Iexi charge, future Land Use IAaNi chart?. Ccrrrwreienewe Plan less d'IangA. Or erg CCMi alior thereol pease der.enkc tries nett aril ,.istficatian *of Tie rcgaest PART V. OPTIONAL $INFQRMATION This entire roar! is ollA ini Qi' dt o'ti, 4 Ki.'3 r.14.k::t'rili its are emouraged. la.d nor ! 9am:ih V pi ?mate i?,} d61a01:a as mtCP'! Winn mr,SR'rug n'2 pet:pni! the! a8f oe.*'ed elsewhere oo fP13 firm or' o" aoy rx !tie Othfir' ine.3s 'iaN sutirr.fte ( wW the Ote,ratAtOM .0I3,1 1 FrApr is P n 1 rJ a L -t? ,5" .Deli.! Q ►fit frJ A Tfa/. 1- cOk'19f* u0. i tt' fkr,peFrr reg. - 1404 Appir.alIan nr fevetop`ti+3iil ¢44piv,ci row ADf..:S2111:0 Peo 7 Srp1embcr X1:14 TOWN OF GULF STREAM SITE DATA TABLE ' Gross Lot Area Effective Lot Area ,. k ,• FAR Calculations EXISTING DEMO NEW NET 1' Floor Living am. r Ceilings over 15' (double) i'617 2"d Floor Living 1R' Floor Covered (porches, overhangs .S 2 s7') �f S 2.'i' Floor Covered Q Awnings > 3' and screen enclosure fat SP% Garage 11C7 Gross Floor Area Out Buildings Total Floor Area Proposed First 20 000 X .33 Over 20,000 X .20 — Total Allowable FAR Per Manual Total Rarctscape Area Required Landscape Area (lot size x 4O%) Actual % Landscape Open Space Area x.DEPUrY SkAHFfxIR & 00 Reg D€Pi rerrntSITEDAIA!RIG COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAULA LYONS, JR. JOAN K. ORTHWEIN THOMAS A. SMITH STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA AGENT AFFIDAVIT BEF(ORlE,ME -ails_ DAY PERSONALLY APPEARED (Owner) B fsI cur I WHO BEING DULY SWORN, DEPOSES AND SAYS: THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: POsk tkvi a'( -N AGENT'S(S) NAME: ' (kW b ov\I G1 COMPANY OR FIRM N++ l�\ AM`E:(�I j/� r1 J O 'tf C' W 1 AGENT'S ADDRESS: l U 1r°Y �i� Lt P —A &O f '\Q Bc AGENT'S PHONE: 5 VI 1 2 FURTHER AFFIANT SAYETH NOT. Telephone (561) 276.5116 Fax (561) 488-1009 Town Manager GREGORY L DUNHAM Town Clerk RITA L TAYLOR (Owner Signature) SWORN AND SUBSCRIBED BEFORE ME THIS MY COMMISSION EXPIRES: DAY OF 1114— 20 �-+� (NOTARY PU6LIC) SARA LOBRACCO Notary Public - State c'=,crIC! Commission # HH 13529E ?oF. My Comm. Expires May 27, Bonded through National Notary Assr, ® RECEIVED® SEP 11 2023 Town of Gulf Stream, FL j Y1 ['SITE 1 VICINITY SKETCH '1CT T) SC,A;E 101.30 RR SCI <F CA IN1. - 0 LEGAL DESCRIPTION ,,AT -PAST OR PARCii Cr utNR >if•N:: t0' 91, 4)LEIL AC=ROYN-o i0 -^C LVJ+ OR PLAT Tri1RTOr AS RC.^OROFD m +,AT x^04 71. I'ASC G3 1NE PJEILIC 4:CCROf Cr 'AIM Orhr.N COI.NwY, T104.1A SURVEYOR'S NOTES LxisiinO IMPROVEMENTS NO1 ( MED Crap. M DI NAH% LLCAL OLSCR^TICK PRGVIDFD A" CliFNI. SJ14vC'CR ;IAS NC- AHSIHx;;IE) IHt' 5VRVLY •Mt ldSiMLNIS ANC 40NT5 12+ 'WAYS or F£CORiI. 4JW`fSY. TS NOT VALID A'Ti {k:T A RA'S' S A,. ec.A.4 4.^.S, r c(CM!.. Ali 3,i£ C ON 1?• 4? cc'Ti) V.A;. Ali Vi ASJN£V£NTS ARC N A;,,^,C'eON(CF YI'`'1< IHL UN -r0 5'ATFt AN" -)4 0. 1;545 FEET. AUI IIII'S CR DELETIONS -0 `CRVCY VAPS (%7 RLNOIDS RY ^THFR T1.AN T:4L SIONINO PARTY OR -W41115 IS I4NOHi17'50 WTHCUT WRIT11'N 1:('C1 N1 JF T,IE SICNiNC PALM' GR PARTIES, CERTIFIED TO: MOAN SMACK.. CERTIFICATION •. xY c.R^f( -4,7 vFOL Y„s S rnr 1uJ '^IP' TS,;': '.-�" C+ V• KNO*II I%:i A'11 , Dti DY RO+I.K: F"Rr5V.t_. YSt 1 CA'C1,AY 0_VJ., DCYHTO DAN-, (14 f11LD SLRVkY: 05/07 DWG k 0:)(10520 R+�YOR l,1t ' .4, )I0'(Il1A P.0 PROPERTY ADDRESS IISC LMLRALD RCW ;Ail 15' (LAM, FL 354133 OUND 170.00' NAIL 1!7.Ii' 112.72" n co 52.56. LOT 5g DJAD (.1.1 Boundary Boundary Survey for BRIAN SANTORO tdCt 92- �_ Altc_N 0 ( 5'32- roct cr rav(:v,v) -C'I rnKRXC sroNt r= _ (IOAI 1 I L;'T f '.7+_ 4OOD ofK /' 77-22' _~- CANAL ,no. " O "T CI' T 1r4 Y c0, t,.1. b3,14. 4;3' LOT 58 II U 20 4C; scAt:i' = 20' RECEIVED SEP 1 Town of Gulf Stream, FL 10UNI) 4R 4PI:SC CU; .-D' ^ SAC LEGEND: • - SEI 1/2' IRON ROD/CAP LS Jd62, UNLTSS NCTFR 014ERWIS£ CONC. - CONCRETE AS141. - ASPNIT Or - )RarwlrE EASEVS,NTT J: < u'jr,'-0.i51"r 1/.1. tA":;.'L ¢As vs N' - CATCI, 2.4.Sih G,RLE Pi UR1.ITP -�• - 1.451? Pols - 111.CTRIC LT L'Y 0 JNOirricrNn4740 FRCPANL (5) - SrWFR L4LN47: FLOOD ZONE F:UOJ XCNT. A{' CLTVA(4TN G' NAYO 151WN 01 51:1 ; S'REAM: 125159 PA•i11 NJVOCR: 125490 5491- trrrc'vs 3A(E_ IC -O5-•7 i'RFPARFU 97: Hob Buggee, Inc. the "SURVEYOR" 939 1997 174. ?'426 ':C 9i:5NT_55 p53: 112 1977 VICINITY SKETCH '1c' -0 SCA F lilt PIKE: C/L IN1. ?5.6`3 `ST f LEGAL DESCRIPTION Trt,r -PACT OR PAPP_L OF LAND 85-x: 101 97, MAGI AL. SOLEIL ACC.:FC4'u TO -`+C RAP 0R P;A1 rrirPtor AS RECO8oF0 t4 +.A! !3;)0.4 77, DAZE G3 114 11it PUDI.IC itCollCS or 'ALM AFA..H F:OL:Am, 11(7R:M. SURVEYOR'S NOTES I: %iS I1hG IMPR.OVERrvTS 401 L(X:AILD DRAW 449 1111000.1. 510/4. oLScn 'rloh PROV10r0 R'- CI IFNI SJHVC'"Cl .Lk.S 4C- AH`i IHV.LIE) IHIS 51 7#LY "'OH ,AS,M1vlti A'1C 4GHT5 Or 'A.aYS Or PCCORLt, SJWY 15 407 VA:JC NTrOti' A SA'Sr0 SFA.. 1.*:.'F.i4S. ' S+ICAN. A7. 3Af'C 1' Fes.:. Jtcru^. AJ 3. VtASJRtVLV'TS Air N A:COn iANO.7 W'ri IH/__ U4` I) S'A1r_• 5'& W40, 4>vC *FEET. AI )IIll?YS 5414 DELLHYJ(c5 TO SC4JCY VAP S (1;# RIPORIS ny CT,SrR WAN rH1. SI;4.Ir'; I'A. 'r 05 4!•14114 4 10 I'NON:B'•M, WTNOVT 5401111'4 I;11M1 I rII or 1.ir SICNIM1C PAR1Y CR .ARTIER. CERTIFIED TO: 1110,4 5.141010 CERTIFICATION X"1TOCR1't F.0 i3.3 1 CA'"NAY 0.V4.. OCr4T0 044'[ 01 IlILD SLRVCY, 05/07, DWG N 04)00520 447.-:1 'S UR A33o1 rl04411444 PROPERTY ADDRESS 441< i:MFRhLD RC'A' 51111 5.71.4444, Ft. 33463 120.00' ;.•.C. : 1:7.l2' 112.12' ,OUND WAIL 0 '1 14f 92. 0J\0 Y. -GU I 14(441 r ry -_- 1y`~ 77 22 CANAL Boundary • Survey ,�� for i I BRIAN SANTORO 4 t MERALD Raw "r A'4Y LOT cca4e7/ 57 c'Yc' ONE STORY RESIDENCE Ii9j0 LOT 58 0 20 4C SCALE: ?' = 25' ► RECEIVE©® SEP 11 2023 Town of Gulf Stream, FL LEGEND: • - St! 1/2'1005 ROD/CAR 1 :302. UA1rS`0 45170 01-1ERYDSL CO4C. IXMACRLTE 445141. - AsA W T 0 r. - ')RAI1ACE EASES•sVT S. V L LM VAYTE0.00 rlSPV: \_ - NA".R V=iFB CAT: -.14 3,4544 - CABLE Pe nrii r �• - 1.101.7 PCLE u — F I.t.CTRIC CTU1 0 - Uh0FRCA:1 414 FiOfA`JE (s) S'WFR ki.A.AarfrALF. FLOOD ZONE 1;.202 [CMS. .0 rtrWAro4 C,' 'LA':2 Wye. ut cut S 4LAM. 1401C9 RAvtt, h'JVOCR: 12009C Cv:11F CrrLf' yr 241L: +C -OS -' 7 DWARF!) jr: Bob Buggee, Inc. the "SURVEYOR" 2017 ...r •`21 c-' �_._.x• __'t< e1, 4111111111111111111111111111111111111 APPROVED SET 930 EMERALD ROW FIRONT ELEv4TION X2023 TOWN OF GULF STREAM, FL OCCUPANCY GLASS._..._R3 SINGLE FAMILY CONSTRUCTION TYPE....__TYPE v8 UNPROTECTEDNNSPRINKLED ram orMISI MA. (0.5.4 C M A REVISIONS: DATE. OV 123 JOB ` esnite Al 511-1" ~ a� - r- II II II II II II II F II I II II II II II I II II I �� I I I ILL II II 1; J I 11 I I 11 11 I L_IL—IY_u_ 1L— 11— 11— � I II � l�Y II II II I II II II II 1.1161-8' 11' 04 -0' n n n I�'-'S1 n n n l;- II I� I (((���� 211 -4111T —IT—'' T1- IT �1— II II II II II II II 11 -- 11 II II --11 II \ r__yr_ yr yF ir--ir--��--�r--ir--nr--iF--iP ti� —• -- II—_Il-_1-_11-_Jl_ 41II II II I II II II I MN�I/•'YEII � " I. - II a ' II li a li Il a � V ! I Xi-• • I r - � it —, — II -g I I — KKII _ ii r -I - II I ❑ 1 ❑ II I' aCOV M MASTER SUITE - 1' m X IT -4" 16 8 X 191' m" II II III- �� I II 11 i I I 11 II I I ; I I ` i GREAT RDM ' rl '.0,L l -1 1 — r 1 EiF-<r; I I --_ I I' 111---- — - I IIl r I L L J ���� r J 1 u 7 + + — 1L �' I I Qu � — I l2" C;a I I � II D QT I �R VA P I I I tll 0,, I' i ��r3 I SL S I_ J II PID. —-- --J N M L----- --J 1 " X 1'dAST } ' IT ' u!c lire 1 AtN= L _ J - I 13'-z" x I 0r — � � ---- / Y iii i r IIIIIIIIIIIIIIIIirli I 4a3S II I- '" 1 +1l-� 11 i AND. P. �_-_J II 1 FOYER - Ott Ev _ co 1111 11 J "r - Y 111 II - Iin- El E —vES . 1 PD _STAIR P.R. ► ,,-\-;---=-_,----7', + _--__-_.. 1= 1 - ,,,,\ � 11 I5'-2" X 13'-0" —r--`-` 111- 1� 1 1 I I I `�� � �`i 11 ARACxE /BOAT I-- _ _ _ J J ,: 4'-5" 5'-5" 4'-5 6' 6" 9'-0" 12'-0" 1V-3" -.; T fi_ 22'-0" X 351-0" 1 / 1 1 r ‘',AT MOTOR -COURT 1 �� 11 ' ,\ .c.-----7, ) \ , \__---, 1 \ \ 1 % 1 1 1 1 1 1 1 , J "" —— � � - FIRST FLOOR PLAN sccLE 1w = 1. a° (AGIT, WORK MG ARE TIG eliflIGIM or CCILIVOCK 61111R NO PM or GGE MANG OR PEGG not OR [OGGGIONIrG1,0001 a 4ek CMA REVISIONS: 1.3 DATE: 013/11/23 joe 0523110 AG U) rn(—) P iiit' 111 DA TE: �e1/11/23 1 VN a N C] T-0" II'-Im" 38y'-2" 19'-4" UT =1y cn>� t =0 T I; 'C�\\\\ 60 q, -0 O J CS .111 L r I \\\ Q \ z 1 L — Qv U II I IlRrtfl_I I x xAc O I ' L J 11 Vin J L Cli L J I J i 1-tty - W — -6 4'-8" J 31'-o" 38'-2" COLEST OCK Sc MU IR ARCHITECTS, P.A. 4199 N. D IX IE H wy. , STU DIO ON E, BOCA RATO N, FL 33431 PHON E: (5611 395-1 767 FAX: (561) 395-3535 CO RP. LICENSE No. AA -0003131 EMAIL: CM A@CMARCHITECTS. COM J ( L --J $11111911i 11!111 Ned L__J 42 I:NkE WALL It 1g O m CP J1_ I • rn 7C T -n 0 O m z CP To 0 m rn z g w A 0 e w N Fn 3 P's COLEST OCK & M UIR ARCHITECTS, P. A. 4 199 N. D IXIE H wy. , STUD IO O NE, BOCA RAT ON, FL 334 31 PHO NE: (561) 395-1 7 87 FAX: (561) 39 5.3535 CORP. LICENSE NO. 44 .0003131 EMAIL: CMA@CMARCHITECTS.COM NOIJW/\�1A 1NO�1 1111111111111111111111 1111111111111111111111 0 11111111111111111111111111 11111111 11111111111111111111111111 11111111 I1 II • 0 11111 II uIIIuuul 001 1111111111111111111111 1111111111111111111111 13'-6" ti 11111111111111111111 i .11111111111111111111 11111111111111111111 1 II II II 30'-0" ROOF - E ICskT MAX 35'-0" MAX. (FEATURES) , APPROVED S OCT13 Rr 7013 Tp CULP STREAM, FL rx�zt�le�-' ._..cn �0 LANDSCAPE PLAN - SCALE. _ 9 -2 EMERALD ROW. imet+ xr' i PAC -3144 11444a=2 Joe M. Peterson crmloe M. Peterson, o=Peterson Design Professionals, Inc., e mai I=j. peterson2008@hot mail.com, c=US 2023.10.10 12,13:10 -04'00' a .° 0 VW/ 4...41111 PROJECT 4105 AA! --- • 25- !2 L2 rACITO 6441:1-114 43) LANDSCAPE PLAN SCALE - 0 2 toR7fli.10, t2clt. _ mai v. 14 hit *44 iayy _ POOL ` ! 2 r� • _— • CANAL.. _ EMERALD ROW_ 7g' Joe M. Peterson cri=loe M. Peterson, a, -Peterson Design Professionals, Inc., emaih.peterson2008@hotmail. =US 2023.10.1012:15:22 -04'00' S vim PROJECT t42) _- 1/11 T rlfil L6 `u c VdJaRNIa+-p- ,81 e:+ - r(UTAIefltiA 'W & Pu.a -14P 0410. i2a NM'4• 694JCabrNOir" iq6 4X TREE PLANTING DETAIL i-1.1.4 LARGE TREE PLANTING DETAIL .. 14.1'3. PLANT LIST SYM BOTANICAL NAME QV Quartos vitgmame CB C 1opbyllumbrasilieoss CH Cocos nucifem PE Ptycbosperma elegem FT Ptyehospemm elegem AD Veitchia adooidii RA Rhepis exoelsa EL Eaeocarpus d cipirm BO Bouganvillea Blabs BO Bougenvllea glebe CLU Clu6e flays ARB SchefletaArboricola POD Podorarpn macmphplte 'Podocaspus' COD Codieaeum variegetum 'Crown' M0 lxora'Maui Yellow' 'Maui Yellow Ixora PTV Pibosporssm tobira `var.' 'Variegated Pittosporsm' F01 Fins microcarpa 'Omen Island Ficus' FTC Fio pumha 'peeping Fig JAS Traebeloepermum `Minima 'Juminemir>mna' SOD Yt4 Nf NQ DETML - '' ar•" •*lass - f r.40 -.a. y,t�IFk: 4,44 -- far8rev 1aj,a.nei:L U,icarlS eto 04.tF COMMON NAME SPECIFICATIONS QUAN 'Live Oak' 18' hgt5'symad. 484"ml.mhr. 4 'Beauty Leaf 12' hgt 3' spread. 2 Y," cal. 4 'Comore Palm' 'Maypan' vri0y. Clear trunk heights on plan_ 7 'AlmanderPale Triple, 14'-16' o.a hgt stagger heights. 1 'Alexander Palm' Single. 6' grey wood. Match. 7 'Adonidia Patin' Triple, stagger heights, 30 pl. 7-8' on hgt. 1 'Lady Palm' 25 gal. 6' on_ hgt 2 'JapaoeuBlueberry' Done 5' hp fill to base. 4 'Boupnv/lea 25 gal. 5'-6' hgt sated color. 2 'BosrganvOke' 15 gaL 3' on_. bgt purple color. 3 'Small LeafCusia' 7 p8. 36" bgt hedge. 110 'Dwarf Scbefiera' 7 pl. 30'X24". 45 7 pl. 30" hgt beige. 131 'Sloppy Pain' van 7 gal. 30"hgt. 53 3 pl. 16"x14" 82 3 gal 16946" 126 3 p1. 12"x12" 1238 3 pi. 3' trailers. 2 I gel. 831 NOTES: 1. ALL LANDSCAPING AND SPECIFICATIONS SHALL MEET OR EXCEED THE MINI LUMREQUIR504EIITS AS PROVIDED IN THE PLANT LIST AND THE. TOWN OF OULFSTREAM LANDSCAPE CODE 2. ALL PLANTINGMATERIAL SHALL MEET OR EXCE )FLORIDA GRADE 41 AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS', AND PART PALMS AND TREEiS', CURRENT EDTUON. TREES TO BE INSTALLED SHALL NOT RE TIPPED, TOPPED, OR SHAPED PRIOR TO INSTALLATION. 3 PLANTING SOI.IS TO BE WE'D FREE MIXTURE OP MUCK AND SAND (30/70) WITH SO LBS OF MIDROANIIB PER CU. YDS. 4. APPLY 3" 'GOLD' EUCALYPTUS MULCH AROUND ALL PLANTS WITHIN 2 DAYS. 5. ALL SODDED AREAS ARE TO BE COVERED WITH 'EMPIRE ZOYSIA' SOD, EXCEPT WHERE NOTED. SOD TO HAVE GOOD COMPACT GROWTH AND ROOT SYSTEM. LAY wan Tun Jaws. 6. GUYING/ STAKING PRACTICES SHALLNOTPER/4ETNAJLS, SCREWS, WIRES, ETC... 10 PENETRATE OUTER SURFACES OF TREES, PALMS OR OTHER PLANT MATERIAL. TREES, PALMS, AND PLANT MATERIAL REJECTED DUE TO THIS PRACTICE SHALL BEREPLACED WTTHTHE INSPECTOR ON SITE. 7. BURLAP MATERIAL, WIRECAGAC PLASTIC CANVAS STRAPS, ETC... MUST BE CUT AND REMOVED FROM TITS TOP ONE HALF DEPTH OF THE ROOT BALL. TREESAIM SHRUBS GROWN IN GROW BAGS OR GROW BAG TYPE MAIERJAL MUST HAVE SUCH MATERIAL REMOVED ENTIRELY PRIORI° PLANTING THE TREE OR SHRUB. 8. ALL PLANT MATERIAL SHALL BE FREE OF PESTS, INSECTS, DISEASE. 9. 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 10. ALL PLANT MATERIAL SHALL BE WATERED IN AT TIME OF PLANING TO ELIMINATE AIRPOCCEIS INTHE ROOT ZONE AREA 11. TREES AND PALMS ARE TO BE STAKED AS NEARY AND IN A 000DwORKMANLIXEMANNER WITH NO NAIL STAKING PERMUTED. 12. LANDSCAPING SHALL BE PLACED 10 EDGE OF ABVPllNO STREETS OR0111Et LANDS. 13. SITE DISTANCE CONCERNS MUST BEMAINTAINED FOR CLEAR SITE VISIBILITYFROM THIRTY INCHES TO SEVENTY-TWO INCHES, TREE TRUNKE EXCLUDED. MEASUREMENT SHALL BE MADE FROM TOP OF ROOT BALI. PLANTED AT PROPER ELEVATION. 14. SEE PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. 15. LANDSCAPE CONTRACTOR TO PROVIDE AN AUTOMATIC UNDERGROUND/RR/GA-110N SYSTEM, AS SHOWN ON PLANS. SYSTEM SHALL HAVE A RAIN SENSOR DEVICE AS REQUIRED. THERE SHALL BE NO OVERSPRAY ON SIDEWALKS OR ON ROADWAYS. SYSTEMTO PROVIDE 10054 COVERAGE 16. ALL CONSTRUCTION MATERIAL AND FOREIGN MATTER SEAT T BE REMOVED FROM THE PLANTING AREAS AND REPLACED WITH 50/50 MIX FILL SOIL OR AS PER SPECIFCATIONS. 17. ALL LANDSCAPE MATERIAL 4HA1I BE FERSILIZEDUPON INSTALLATION. 18. THE LANDSCAPE CONTRACTOR SHALL CONTACT III COUNTY, CITY, AND/ ORIIID.ITY COMPANIES TO LOCATE ALL UNDERGROUND UTILITIES OR STRUCTURES PRIOR TO DIGGING. THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO UNDERGROUND UTILITIES AND/OR CONSTRUCRON CAUSED AT NO COST TO THE OWNER. 19. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 12 MONTHS AFTER DATE OF SUBSTANTIAL OB4PLETICK 20. INADDTRON TO THESE REQUIEM:1 'JS, ALL LOCAL LANDSCAPE CODES SHALL BE MET IN ORDER TO SATISFY'DE REVIEW AND APPROVAL OF THE OOVERMNG MUNDCPALITY. 21. CO-ORDINATE WITH ALL TRADES, ESPECIALLY THE IRRIGATION CONTRACTOR. 22. ALL TREES PLANTED WITHIN 10' OF AN UNDERGROUND UTILITY EASEMENT WILL BE PROVIDED HUN APPROVED ROOT BARRIERS. 23. ALL LANDSCAPING AND IRRIGATION SHALL BE INSTALLED IN COMPLIANCE WITEALL LOCAL CODES. 24. IN AREAS WHERE PAVED SURFACES ABLT SOD OR 14111.03. 111E FINAL LEVEL OF BOTH SURFACES SHOULD BE EVEN. 25. ALL SODDED AREAS TO HAVE A MINIMUM OF 2" OF PLANTING SOIL. 26. ONLY BIODEGRADABLE MATERIAL CAN BE ATTACHED TO THE TRUNKS OF TRIES. 27. ALL ROAD ROCK OR ANY UNNATURAL MATERIAL SHALL BE REMOVED FROM ALL LANDSCAPE AREAS APID REPLACED WITH GOOD PLANTING sou.. 28. THE SPECIFICATIONS OF IRAN' MATERIALS AREAS FOLLOWS: SPREAD- INDICATES DTI AVERAGE SPREAD TO THE MIDPOINT OF THE PLANT. HEIGHT- INDICATES THE OVERALL HEIGHT FROM THE TOP OE THE ROOT BALL TO THE MIDPOINT OF THE GROWTH C EAR TRUNK- INDICATES THE 'MEASUREMENT PROM THE TOP OF THE ROOT BALI. TO THE FIRST BRANCHING. CLEAR FOOT OF WOOD - INDICATES THE MEASUREMENT ON PALMS FROM THE TOP OF TEE ROOT BALL TO THE TOP OF SOLID TRUNK BEFORE THE START OF THE FRONDS. 29. ALL TREES 1 I/2" INCHES IN CALIPER AND GREATER SHALL BE PROPERLY OUYED AND STAKED AT THE TIME OF PLANTING. 30. THE LOCATIONS OF PLANTS, AS SHOWN ON THESE DOCUMENTS, ARE APPROXIMATE UNLESS DIMENSIONED SPECIFICALLY. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORSPEN FIELD LOCATIONS, TO COMPLY WITH SAFETY SETBACK CRITERIA, TO AVOID CREATING UNSAFE SMITE COMMONS, OR AS OTHERWISE DIRECTED BY OR APPROVED BY TEE LANDSCAPE ARCHITECT. 31. TEE CONTRACTOR IS RFSPONSIDLETOREPORT ANYDISCRFPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD °MOUTONS TO THE LANDSCAPE ARCHITECT IMMEDIATELY. • Joe M. Peterson cn=Joe M. Peterson, o=Peterson Design Professionals, Inc., email=j.peterson20 08@hotmail.com, c=US 2023.10.1012:14:22 -04'00' u..1111111I Santoro Residence RR' 3 0 as 5 fi PROJECT 4 k.2'JJ' IEn' IC/o`j/2�j L3 /�iGr'�?�ai� ��i►�S MEW 011:011M MIA te\ i2M MINIM M411 IMO =IMPI '1 VA —M =.. 1\.. =MN M•1EM .1. nnu FRONT ELEVATION 930 EMERALD ROW OCCUPANCY CLASS...........R3 SINGLE FAMILY CONSTRUCTION TYPE........TYPE VB UNPROTECTED/UN5PRINKLED COPYRIGHT NOTICE: DESIGN.THE WORKS AND MITEN MATERIAL CONIMNED KRIM CONSTRUE ORIGINAL WORK AND ARE THE SOLE PROPERTY or COLESTOCK 6 MUIR ARCMTFCR, P.A. AND MERE CREATED FOR USE IN 4! HIS SPECIFIC PROJECT, NO T OF THESE DRAMAS OR DESIGN SHALL SE PRODUCED, DUPUGRD, USED, OR DISCLOSED STAR PERSON, CORPORATION SOCHR WITHEILD TIE NPERNISSION OF COLESTOCK A MUIR ARCHITECTS. P.A. ROUSTS.R. JAY MARK A. MUIR AR pOIS., h"-% vow C MA REVISIONS: DATE: 03/11/23 JOB ` 0523110 PAVING, GRADING, AND DRAINAGE NOTES 1. ALL UNSUITABLE MATERIALS, SUCH AS MUCK, ORGANIC MATERIAL, AND OTHER DELETERIOUS MATERIAL AS CLASSIFIED BY AASHTO M-145, FOUND SHALL BE REMOVED DOWN TO ROCK OR SUITABLE MATERIAL, AND REPLACED WITH THE SPECIFIED FILL MATERIAL IN MAXIMUM 12 INCH LIFTS COMPACTED TO NOT LESS THAN 100% MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE IN ACCORDANCE WITH AASHTO T-99. THICKNESS OF LAYERS MAY BE INCREASED, PROVIDED THAT THE EQUIPMENT AND METHODS USED ARE PROVEN BY FIELD DENSITY TESTING AND CAPABLE OF COMPACTING THICK LAYERS TO SPECIFIED DENSITIES. 2. ALL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO CONSTRUCTION. THIS SHALL CONSIST OF THE COMPLETE REMOVAL AND DISPOSAL OF ALL TREES, BRUSH, STUMPS, GRASS, WEEDS, RUBBISH AND ALL OTHER OBSTRUCTIONS RESTING ON, OR PROTRUDING THROUGH THE SURFACE OF THE EXISTING GROUND TO A DEPTH OF ONE (1) FOOT. ITEMS DESIGNATED TO REMAIN, TO BE RELOCATED, OR TO BE ADJUSTED SHALL BE DESIGNATED ON THE DRAWINGS. 3. FILL MATERIAL SHALL BE CLASSIFIED AS A-1, A-3, OR A-2-4 IN ACCORDANCE WITH ASSHTO M-145 AND SHALL BE FREE FROM VEGETATION AND ORGANIC MATERIAL NOT MORE THAN 5% BY WEIGHT OF FILL MATERIAL SHALL PASS THE NO. 200 SIEVE. NOTE TO CONTRACTOR: 1. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGE DONE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO EXPENSE TO THE SUBJECT UTILITY. 2. CALL "SUNSHINE" (1-800-432-4770) 48 HOURS BEFORE DIGGING. 3. THE ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NAVD88 AND BASED ON A BOUNDARY SURVEY PROVIDED BY BASELINE LAND SURVEY LLC. 4. GROUND SURFACE MUST BE SLOPED AWAY FROM BUILDING WALLS AND FOUNDATIONS AS TO AVOID WATER ACCUMULATION AND PONDING. This item has been digitally signed and sealed by Andre Bigatao, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must he verified an any electronic copies. ELEVATION LEGEND PROPOSED ELEVATION 4.95'x EXISTING ELEVATION RUNOFF FLOW (99,aAvN) 9 =POOH aseg 3V 8UOZ Poold elewlxaddy V/N =Poold aseg x auoZ Fold ejewlxaddv SETBACKS: PLACE AU SOLEIL REQ'D PROPOSED FRONT 30'-0" 30'-2" REAR 30'-0" 32'-4" WEST SIDE 15'-0" 15-2" EAST SIDE 15-0" 15-2" HEIGHT 30'-0" 30'-D" Ks 1 Rrt, \ 3 1 (99,aAVN) ,9 =P80Id 8889 3V auoZ P88Id elewlxaddy a pl _ \ 11 \111 V/N =PO Id aseg \\\"1 ale po dV ■= aa, 1 ACATON 1 1 4:). GVOJ 11VHdSV,01'CZ ss. M/a .0'00 LOT CALC'S 40% PERVIOUS REQ'D (6,465 SF MIN.) - LOT SIZE 16,162.60 SF BUILDING FOOTPRINT 3,895 SF DRIVE/MOTOR COURT 2,390 SF PATIO/POOL/TRELLIS 1,740 SF TOTAL IMPERVIOUS 8,025 SF TOTAL PERVIOUS 8,138 SF �Lp� Ol1 ll l Y (l fYi' r LL PROPOSED DRAINAGE AND GRADING PLAN SCALE: 1"=10' LANK ENGINEERING DRAIR.a.r„P.,RODa GERM ,T.OT4LSITE0.:1ADA 16163 110,3 1.9 If 'DINNED STP4DE OVER TOTAL SIN ADEA OR DS" OVER SANDNIOLD AA,IF SITE IS ovEn ...FANNIN .1 A. OVER AANENAOLAI USDA 56 PLJNOfF EWA,. on M "'63 ¢ass,= EP AVERAGE PUMAS EilvAIPA 5.5 ET WATER TABLE ELEVATION • 1.54 DUNN 70 WATER TAN, sTORA6I PEA SAMNA OASIS Oi REVIEW ',ADDUCTED, S- 50.1 TORADf • NPERNAUS .1161 IN RANON ya A<�aa,�R VOLUME PROVIDED 68 iT Of"SW ONANSWALE )5 Fr Of 0 25' iT MATH SwALE 0.0615 ID 125.00 71.01 TOTAL 07 Li c EDGE OF R PAVEMENT SECTION C -C N.T.S. DRAINFIELD AREA F.F.E. 7.8 SECTION B -B N.T.S. 5'-0" SECTION A -A N.T.S. Z O m Z- a N Z N j,1111 ZI- z awzSzOF w 0 zxkoaoz o-> 2 (_nO rNfZ aCL LI-ice O m w GLO-a �± OOoNO_GG(nZw ZN¢F iwaO F �LYZ w 0 Qw �wEwza wGmz >cwj��OU) y— OmQ>- N O Z Luz O U-' =V= Z U I-'no �G¢�z Fwo1-3 w :::!!Pz! � Q a m c,a ce O m z d - U Z z N J Z O W S J Zj w — 8 w z O ITIC% Z w Z0Z w ZZSw�WQZ OOQF o 0•A a m0 ZmoWzp z=o(`"niw�=CIV)O5�a 5FF¢FmFo(nGm a REV: BY: DATE: SCALE: 1"=10' PROPOSED NEW BUILDING 0 930 EMERALD GULFSTREAM, FLORIDA 33483 K ENGINEERING - CA ENGINEERING DESIGN AND INSPECTIONS TEL (581) 213-8264 O 0 z z m m • U � L r7 N 0 0 m 0 !n wco O J M �50 0 0 m z ¢ 0 a w' N 0 in 0 0 m 0 w Em >Q SEAL Andre Digitally signed by L OrtiZAndreL Ortiz Bigatao Bigata Date: 2023.09.07 21:36:16 0 04'00' FL P.E.No.: 80977 September 05, 2022 SHEET Cl STEEL EXTRA STRENGTH FILTER FABRIC VA300 POST NEEDED WITHOUT AIRE MESH SUPPORT FENCE POST FOR ADDITIONAL STRENGTH (WOOD OR STEEL) FILTER FABRIC 001ER)AL CAN BE ATTACHED TO A 6 -INCH (MAX.) FABRIC MESH WIRE SCREEN WHICH HAS -�_ BEEN FASTENED TO 1HE POSTS FLEW 1( Fe RUNOFF ��- FLOW la 10 FT, M4%. SPAC IITH WIRE SUPPORT FENCE DIG 4" WIDE @ 4' DEEP 6 FT. MAX SPACING MIHOUT 'MK SUPPORT FENCE TRENCH, BURY BOTTOM _ --__-_,_s/ 8' OF FABRIC, AND ANCHOR W/COMPACTED BACKFILL MATERIAL 4101051 1. THE HEIGHT OF A 910 FENCE STALL NOT EXCEED 36 INCHES (90 04). SILT FENCE SECTION 2 THE FlL1ER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL WT TO THE LENGTH NOT TO SCALE OF THE BARRIER TO AVOID THE USE OF JOINTS. 3. POSTS SHALL BE SPACED A 000004 Of 10 FEET (3 M) APART AT THE BARRIER LOCATION INTO THE GROUND .1 120 INCHES (30 CAN. MIEN EXTRA AND IXTH EMINIMUM T BOILSECU45 U STRENGTH FABRIC IS USED MTHOUT THE M SUPPORT FENCE, POST SPACING 9RALL NOT EXC®e FEET (1.8 M). 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 (11) ME MD 4 INCHES PLACE THE EN POST Of 1HE SECOND FENCE (10 CM) DEEP ALONG THE UNE OF POSTS AND UPSLOPE FROM 141E BARRIER 5. WHEN STANDARD STRENGTH FILTER FABRIC 15 USED. A M LLRE MESH SUPPORT FENCE SHA INSIDE THE EN POST a THE FIRST FENCE BE FASTENS) SECURELY TO THE UPSLOPE SIDE OF THE P0515 USN HEAVY DUTY ME ROTATE BOTH POSTS !EAST 180 DEGREES AT STAPLES AT LEAST 1 INCH (25 MM) LONG, RE WIRES, OR HOG RINGS. THE MK SHALL EXTEN PITO THE TRENCH A MINOAN OF 2 INCHES (5 CM) SIAS 36 INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE NOT EXTEND MORE INTO A S CCEEACMSE CWL 8. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR MRED TO THE FENCE, ICH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS AN 8 INCHES (20 CJ) OF THE FABRIC SHALL BE EXTENDED INTO 1116 TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CHI) ABOVE THE LX80UNAL ( ( ( DRIVE BOTH POSTS ABOUT ., GROUND SUFFICE GNUNND SAN" 0080 RM 7. THE TRENCH SHALL BE NICKELLED AN THE SOIL COMPACTED OVER THE FILTER FABRIC. 8. All PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). 9. ALL PROECTS 1 AC. OR MORE MUST SUBMIT NOTICE OF INTENT (NO) TO FOOT. ATTACHING TWO SILT FENCES NOT TO SCALE SILT FENCE INSTALLATION DETAIL D 9.ta Sheet 1 of 2 SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 INLET FILTER INSTALLATION M1HOUT FRAME AND GRATE `�\r ✓� / ME SUPPORT - MOULD 646', 5/5 GA 49 //100 SQ FT. / 701 WELD WIRESUPPORT. TD 6' MIN. AT SIDES / 6' MN. � � '! / ,�j _-• • • �T • ILA • • .•. • 1 • •. 1 Py� L,= ► �`" SECURE FILTER FABRIC / ✓ S' TO FRAME AND GRAZE Jt AGGREGATE Ti 'tD , BAC(FILL AFTER INSTALLATION O !FILET INLET 61168 \\%/ CITY/PUBIC ROAD NOT TO 0014.5, JIF NOTE: 1. CONTRACTOR IS TO CLEAN INLET FILTER AFIER EVERY STORM. A CONSTRUCTION ENTRANCE SHALL BE 2. CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. CONSTRUCTED CONTA AN AGGREGATE LAYER AGGREGATE 140.1), AT LEAST A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE ET. THE BASIN MET. 6 -INCHES THINK. IT MUST 0X1041 TO 111E SILL BE AT LEAST 12 1O 14 INCHES IN DEPTH, APPROXIMATELY 36 INCHES IN NISH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL 1O THE CURB, M1011.1 CF THE VEHICULAR INGRESS AND E19RES5 AREA STORM WATER VALL REACH THE SEDIMENT TRAP MA CURB 0115 ADJACENT TO EACH SIDE O THE INLET STRUCTURE THESE OPENINGS SHALL BE AT (FAST 12 INCHES IN LENGTH, STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND ROW LAND AREA BEHIN0 THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN TIE SEDMENT TRAP IS HEMMED. STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C INLET FILTER DETAIL D 8.1 BEST MANAGEMENT PRACTICES 1. CONTRACTOR TO EMPLOY BEST MANAGEMENT PRACTICES THROUGHOUT CONSTRUCTION IN ORDER TO ENSURE POLLUTION PREVENTION. CONTRACTOR TO COMPLY WTH ALL LOCAL STATE AND OTHER GOVERNMENTAL ENVIRONMENTAL REGULATIONS THROUGHOUT CONSTRUCTION. 2 DURING CONSTRUCTION ALL CATCH BASIN INLETS SHALL BE PROTECTED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING THE CATCH BASIN. NO STORM DRAIN INLET FOUND WTHIN 100 FT OF CONSTRUCTION AREA, 3 SILT FENCES SHALL BE INSTALLED AS NECESSARY TO CONTROL OR PREVENT DISCHARGE OF SEDIMENT ONTO ADJACENT UNDISTURBED AREAS, OR OFF -SITE AREAS. 4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WTHIN A REASONABLE PERIOD OF TIME TO ASSURE MINIMUM EROSION OF SOILS. 5 NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 6 ALLEXPOSED AREAS SHALL BE SODDED AS SPECIFIED WTHIN 30 DAYS OF FINAL GRADING. 7. MAINTAIN EROSION CONTROL MEASURES AFTER EACH RAN AND AT LEAST ONCE A WEEK. B. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 8. CONTRACTOR SHALL COMPLY WTH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 10. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WLL BE INSTALLED IF DEEMED NECESSARY BY CITY. COUNTY, AND STATE OF FLORIDA ON SITE INSPECTION, AT NO ADDITIONAL COST TO THE OWNER. 11. LAND DISTURBING ACTMTIES SHALL NOT COMMENCE UNTIL APPROVAL TO 00 SO HAS BEEN RECEIVED BY GOVERNING AUTHORITIES, 12 IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED 8Y WEATHER OR NIGHTFALL. THE PIPE ENDS SHALL BE COVERED WTH FILTER FABRIC. 13 BURNING OF DEBRIS WILL NOT BE ALLOWED 14 CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 15 CONTRACTOR 15 TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS. STORM SEWERS AND WATER WAYS. IN ADDITION CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AN0 EXIT SITE IF IN THE OPINION OF THE ENGINEER AND/OR LOCH. AUTHORITIES IF EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFFSITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. EROSION CONTROL BARRIER SHALL BE ESTABLISHED AS THE FIRST ITEM OF WORK 16. CONTRACTOR TO REMOVE ALL FILTER FABRIC AND POLLUTION PREVENTION ITEMS BEFORE THE FINAL WALK-THROUGH. NOTES: 1 THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 38 INCHES (90 0/4). 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET (3 M) APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES (30 CM). WHEN EXTRA STRENGTH FABRIC IS USED WTHOUT THE WRE SUPPORT FENCE. POST SPACING SHALL NOT EXCEED 6 FEET SE MI S. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES (10 CM) WOE AND 4 INCHES (10 CM) DEEP ALONG THE LANE OF POSTS AND 066106E FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC 15 USE), A WRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WRE STAPLES AT LEAST 1 INCH (25 MM) LONG, TIE W RES, OR HOG RINGS. THE W RE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES (5 CM) AND SHALL NOT EXTEND W0RE THAN SB INCHES (90 CM) ABOVE THE ORIGINAL GROUND SURFACE. 8 THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WRED TO HE FENCE, AND S INCHES (20 CM) OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES (90 CM) ABOVE THE ORIGIONAL GROUND SURFACE. THE TRENCH SHALL BE BACKFILLED AND THE SOL COMPACTED (OVER THE FILTER FABRIC. 8 ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN (PPP). (88.OAVN) .9 =POOH nee 3V auoZ PO0Id elewlxoHddV V/N =Poold awe X auoZ Poold alewlxoddV CONSTRUCT SILT FENCE N MATERIAL AND EQUIPMENT STAGING OR STORING MUST BE WITHIN THE PROPERTY LINE. NO STAGING OR STORING WILL BE \- ALLOWED IN THE CITY'S RIGHT OF WAY. -- PROPOSED DESIGNATED MATERIAL AND EQUIPMENT OR STORING LOCATION. CONTRACTOR MAY CHOSE ANOTHER LOCATION WITHIN THE PROPERTY LINE AS APPROPRIATE. Tlda item Nu Ifeen 60.041........* Andre lupin, PE. en the dote adjacent e5 the feel. Printed¢gn of this and are not nde. t'pW and poi.M the tipature mat 6e verified m my electron cop.. vti 77.27 1 1 1 1 (88.OAVN) .9 =Poold 8009 3V auoZ Poold alewlxoddV 4 V/N =Poold eseg X auoZ Poold 1 alewlxaddV ONSTRUCT SILT FENCE 51^51 A(f G VO21 .LI V HdSV .0I'EL 9�. MRJ .0.0S cL Amu ovuzitTV PROPOSED EROSION CONTROL PLAN SCALE: 111=10' *01 zrw0 J,(nz6,1,,z z (/)Zmz= 0a0Z~0506 i(n°r`^mz <I-LLwO 0 co 2(n popiO wO p �zNaF��wapz2 NWiZ N a H la_w Z Qp {a_G,D z Low>0230. 3 o� QQ- V) 0)-2 jz1=ZuE 1)41 Iz a2 ~m_/o3 0 >-Z� NZ U0>Z wwz 05 Z O J Z m¢ (Agwo5 =�Za w Zwwa a� z0 d5aK OM -z C -) ZO 2 W 0 N M)U Z O Z 0 0 1.. (-) -W- :6.! w>-�ZO�aF~w j.3g(pN0 :1/2- 0 zr Z(iY O O (now0 OZ�f F_ �oao�zzoz w X(n m0 �1- WZOwHW _14-4-«031-00/3004 REV: BY: DATE: SCALE: 1"=10' PROPOSED NEW BUILDING O 930 EMERALD GULFSTREAM, FLORIDA 33483 60 CO D\2 CO K ENGINEERING - CA 0 0 z Z z w • U � 41 M N < 7)n 0 m CD z to m Law L 17 N 0ul 05 0 0) 0 O m z 0 D 1- 1- N 0O 1n 0 CD m 05 0m > SEAL Andre Digitally signed by L Ortiz Andre L Ortiz Bigatao BigataDate: 2023.09.07 21:35:00 0 04'00' FL P.E.No.: 80977 September 05, 2022 SHEET C2 2 ivCRw.p 'rG8 1 <J srrE I VICINITY SKETCH VCC -O icA,E N 0 r u m rte LEGAL DESCRIPTION --K' F .:O• 11,11.`4.1 A:. :.O: Epp_ +•'.C.'=�':'e "0 -1�E AAP 011 11 E '-1r"trcr A, RE.,C^2]F? it. . AT T.DC+: 77, PACE f; 1:1 111:, r':'9LIC 3?C I1C11 cr 'AL# 4EA:"il C<1I.41V 11 Uv'itA SURVEYOR'S NOTES L111511NG DAPROYLIArNT3 N0' I1CAI1:8 h9 !MOWN. .111.1 Di.SC4 '119N PRC'.IDFD i:- 011FNI IN:"_"Cli N.0 •1C- A951P. .ILJ MIS 51.'(tY 0,1 '•d',•A*Yiti AVC RGHTS or WAYS O .•C07•'1 RI. P.,' 5 NOT VALIC 'n'- '•,.- 1 =a5- S,A 1.11 v -A wtu EVT5 Ra_ "J A..,,C:s.+Sa.i R II•. Os. LUpOu t 111 IILLE7,ONS -0 5''AtY V1P1 VLI`JR1 DY C.-1F,f 11AM '`1E 513NIN•G I•Al'1 011 .•1/14111; 1; I'1011-5 ".1: WTHOUT NWT1rN LC.JtiI 1/411 O1 1.10 S!CIINC PANIC 3R ART1E5. CERTIFIED TO: I11JIM1'I `,AH IL11:•] CERTIFICATION 7- 11 ?seta`.'/ lkJ `M' - Y•.. I.` 71" P1).1 7.11 I t111 Y.AY 71.1 ., DC:'NTO 1111 - 111 ,1110 05/07/ ULvi; ¢ 11/100820 111111011 #1.911 .4. 110x111. PROPERTY ADDRESS N:C E1100AL3 RCW ::!III stiE RAM, fL 33463 OUV7 17000' NAIL - — .0 f 1_7.14' r L:7.T2' m 10 PROPOSED FOOTPRI\ 3,85 SF L PING SPACE --- PROPOSED F.F.E. 8.0 FT LOT 56 EXISTING FIN SHED — FLOOR .S' (e,4R. 1.2 FT) F OJNO X-CUI Boundary Survey f for BRIAN SANTORO Ccr ONE STORY RESIDENCE ARC, 71930 CANAL .. ...r y Y, LOT 58 1' I v 0 20 43 1IJUNI) ?I 11'141 c/1 CU; - b'. -sac LEGEND: • - SE1 1/2' IRCV 710D/CAP IS 3!C2. W1fSO VCTFD 01RENW15E COAL 1X114:111TZ AS7"I. • 1,00 LA11 11 f - 14111.1, FFSEAEIJT c3 - xr.-_4 Pi11v [ - CA10I, 3(SIN - ::/1407 P/ LITII.TY <')- - IICI' PILE f 111 - 111011'n L. -L-,1 V - Jr.lr40'41 &.1IC 4x,Iro 7E FLOOD ZONE F 001 /4M . A' Fl rv1' <11, ri vw0 Tuve. 01 741 »41Rf:4A1 120409 YA•I, I 11.1../11002: 170991: 0181,1 (-Fr-`1 .. :71"i 1C-:?- f-4r:+1RF11 4Y: Bob Buggee, Inc. the "SURVEYOR" 'EE; CMA REVISIONS: uzren DATE, 09/11/23 JDB'' 023110 COLESTOCK & MU IR AR CHITECTS, P. A. 4199 N. D IX IE Hwy., STUDI❑ ON E, BO CA RAr oN, FL 33431 PHONE: (561) 395-1 787 FAX: (561) 395-3535 CORP. LICENSE No. AA -0003131 EMAIL: CMA@CMARCHITECTS.COM 4 NEW RESIDENCE FOR: MR. BRIAN SANTO RO 930 EM ERALD RCw GULFSTR EAM, FLORIDA 33483 PALM BEACH COUNTY AREA CALC'S: LOT SIZE 16162,60 SF MAX COV'AGE (33%) 5,334 SF FIRST FLOOR LIVING 2,591 SF 2ND FLOOR LIVING 1,340 SF LIVING SPACE 3,931 SF COVERED EXT. FAMILY 294 SF COVERED ENTRY 89 SF GARAGE / BOAT 915 SF STAIR / ELEV 2ND COUNT 191 SF TOTAL COVERED 5,432 SF TRELLIS AREA (N/C) 410 SF ( EXEMPTION 10.12) -95 SF TOTAL COVERED 5,334 SF GENERAL LOCATION MAP Vrentlt ream Drive 2 Cane Street x street s,- 1 a r7 StreaM us 1 O' l'6 lane Awn ue au Solt SE I EACKS: PLACE AU SOLEiL REQ'D PROPOSED FRONT 30'-0" 30'-2" REAR 30'-0" 32'-4" UJEST SIDE 15'-0" I5'-2" EAST SIDE 15'-0" 15'-2" 14EIGNT 30'-0" 30'-0" LOT CALC'S 40% PERVIOUS REQ'D (6,465 SF MIN.) - LOT SIZE 16,162.60 SF BUILDING FOOTPRINT 3,895 SF DRIVE/MOTOR COURT 2,390 SF PATIO/POOL/TRELLIS 1,140 SF TOTAL IMPERVIOUS 8,025 SF TOTAL PERVIOUS (49%) 5,138 SF ‹- Coll C1uh l oIMcw Dore 6 C _. rx c.,ti u•.�a :_cll C1:1C FLAIR ' il \N N SIDE L J 5 N i 1 1 1 15 1 1 1 1 1 1 1 1 1 HL� )1‘A7 1 1 hfr, SW. C MA REVISIONS: I/5/09 DATE: 09/11/23 JOB e, 023110 A4 COPYRIGHT NOTICE: iTEaiu CO:EuxowEEEiNCONSWRITTEN r ORIGINAL WORK AND ARE THE SOLE PROPERTY DR CDLESTOCK 6 NUM ARCHITECTS, AND WERE CREATED FOR USE IN THIS SPECIFIC PROJECT. NO ART OE THESE DRAW. NOISIER SHALL BE REPRODUCED. DUPLICATED. USED, OR DISCLOSED BY ANY PERSON. COMPLIES IST>50,o>2ND FL FL 3,895 SF 1,548 SF COMPLIES a" COMPLIES 1:2 RATIO LOT SIZE 16,162.60 SF SF MAX COV'AGE (33%) 5,334 FIRST FLOOR LIVING 2ND FLOOR LIVING 2,591 SF 1,340 SF LIVING SPACE 3,931 SF COVERED FAMILY EXT. COVERED ENTRY 294 SF 89 SF GARAGE / BOAT STAIR 915 SF / ELEV 2ND COUNT 191 SF TOTAL COVERED 5,432 SF TRELLIS AREA (N/C) 410 SF -- ( EXEMPTION 10.12) -98 SF 5,334 SF TOTAL COVERED SECOND FLOOR AREAS PIRH.OR CHr211 ATIONT121 EVER OTTNE HUIPA ARCHITECTS, SION OK ....RKVA. NIUIR AR 01351 0 Ii 0 1— ez �Z z Q cD ;m • Ul hrb C MA REVISIONS: °AT: 09/11/23 J°5 023110 AREA CALCULATIONS PLAN SCALE : 1/8" = I ' - 0' A5 r 3I-0"-0,' n n n n n n 11 II II II II II II JI, I--IE--IY-1J--il--J1-JJ- 11 II 11 it II II II II II II II II II II 11 II II ASTER - 13'-2" X 18'-0 WARDROBE 1S'-2" X 13'-0" L----7 r I I I I I VAPE R=P_ -AGE ST -I" GREAT ROAM 20'-0" x 18'- - 71-- FOYER 12'-0" MOTOR -COURT ZRAGE / BOAT 22'-0" X 3S' -m" FIRST FLOCR PLAN SCALE : 1/4" = 1'- 0' COPYRIGHT NOTICE: TM DESIGN, ORAYANOS AND WARM RETRIAL CORAMO HERON ORIGINAL GI N WC WORK. AND ARE THE SOLE PROPERTY OF OEESRDCR 6 MBIR ARCHITECTS. PA AND WERE [REPO FOR USE IN NIS SPECIFIC PROJECT. N0 PAW 0r THESE ERRANDS 0R DEREN SHALL BE REPRODUCED. CUPLIGTIO. LEM. OR DISCLOSED BY ANY PERSON, FIRM. OR CORPORATION WHATSOEVER WHOM ME WRTEN PERMISSION OF MARK A. MUIR MEM 3261 ei one* U LL J EZ qqU q El -(0 11 E LL erl 010 0- tL� C MA REVISIONS: DATE: 09/11/23 JOB 0523110 AG 1 1 1 1 1 1 1 1 1 lm' -4" 16'-0H 52'-Im" LINEN 9'-4ll 52'-10" BEDROOM' 21-0" x 15'-m' 13'-4" OFFICE co SECOND FLOOR PLAN COPYRIGHT NOTICE: THE DESIGN, DH NNo„ NE ORIGINAL WORK AND ARE THE SOLE COMMPROPERTY OF CK 6 MUIR ARCHITECTS. P.A. AND WERE CREATED FOR USE IN THIS SPECIFIC PROJECT. NO AM OF WISE DRAWINGS OR DESIGN SHALL BE PIPPODUCFCUSED, OR DISCLOSED GY DUPLICATE, ANY R c715tnDH Wwr3GEvw HPHFFECI Ho' P. JAY COLESTOCK 8901535➢ MARK A. MUIR AP.001. 3261 _01— o 00 Li-, Q _ „ Q Wqw m WNE u_ retn MOO- C M A REVISIONS: p4TE: 09/11/23 J°5.' 0523110 /17 SCALE : 1/4° = I'- P FRONT ELEVATION FACADE OPENINGS PERCENT 1,356 SF 199 SF 1 % COPYRIGHT NOTICE: THE DESIGN. DRAWING, D WRITTEN I.T Rik [O.vt pHEREIN NCONSTITUTE CANC ARE HE SOLE MALE FOR USE IN THIS SPECIFIC PROJECT. NO PART or NESE DRAWINGS OR DOM SPAN BE USED. DISCLOSED REPRODUCED, BY ANY PERSON, RPOMBIOx WNgiBOEVFR COLES,.6M RARCHR[CTS. P.A. R. JAY K AROCt 53,2 HARK A. MUIR AR.03133b? 0 Ii 0 1- Z k LL W Z z Q • —c/ `Pm � N WL.L Q 2 41CfPo. C MA REv151ONS: DATE 09/11/23 'c " 0523110 FRONT ELEVATION SCALE : I/4' = 1'- 0' A8 n n n n n n n n n I IE SS SI SS II u u n _6i_ - _II_ J i REAR ELEVATION FACADE OPENINGS PERCENT 1,531 SF 620 SF 0% COPYRIGHT NOTICE: THE DESIGN. MAU. µOMR. RCMP CdRNREOREREIR CORSTINE ORIGINAL WORK AND ARE THE SOLE PROPERTY OF mUIR ARCNITMS. P.A. O WERECRATEDCR ATED FOR USE IN THIS SPECIFIC PROJECT. NO PART OE POE R DESIGN SHALL BE vRODUCE°. DUvuu*E° USEDFIPI..'OR CORPPOMEnON wwrsoEnAIMIYOUT THE woo.. PERMISSION or N. JAY COLESTOCK 14,1313I 5352 MARK A. MUIR AR,1313761 Of - 9 Z X00 J V LL E Q U Q w m 11/ WNE LL C M A REvI5ION5: DATE: 09/11/23 '10B " 0523110 REAR ELEVATION SCALE : 1/4" _ I'- 0' AI LEFT SIDE ELEVATION FACADE OPENINGS PERCENT 1,106 SF 250 SF 23% THE DESIGN. DRAWINGS MG WIRITITTEN R. CwKuxED RERUN COxsmulE ORIGINAL WORK AND ARE THE SOLE PROPERTY OF COLESTOCK 6 MUIR ARCHITECTS. P.A. AND CREATED FOR USE IN THIS SPECIFIC EPROJECT. NO PART OF NESE DRAWINGS 0. RESIGN SHALL BE REPRODUCED. DUPLIWEID. USED. OR DISCLOSED SY ANT OR CORPORATION SPERSON. ON WHATSOEVER WITHOUT THE WRITTEN PERMISSION or C M A REVISION& DATE, 09/11/23 'ice.' 0523110 LEFT SIDE ELEVATION SCALE : 1/4" = 1'- 0' ,A1 �I c 4-t",...0,11.1 1. .T NM NM kagop s- RIGHT SIDE ELEVATION FACADE OPENINGS PERCENT 1,233 SF 146 SF 12% 110 11111 111 111 1111111111 COPYRIPHT NOTICE: THE MSIGH, DRAWINGS AND WRITTEN NATURAL WORKS+ HEREIN ,HL =nc 'AlCH ITS�P.WAHDSWEE E CREATED FOR USE In THIS SPECIFIC PROJECT. NO PART Cr THESE MAIMS DESIGN SMALL BE USED. OR REPRODUCED, By ANY PlCBSON. FIRM INCORPORATION WHATSOEVER WITHOUT 6,wu R� ARCHRECTs PERMISSION R. JAY GUEST°. AR -001S352 MARK A. MUIR AR.0013.261 0 I..f� 0 d1n wz zQ Q D PI) ul 42 C M A REVI6IONS: DATE: 09/11/23 "E.' 0523110 RIGHT SIDE ELEVATION SCALE : I/4' = All CANAL I o+/-riH s Cry _0044— T- 1 7(7uw fficu5 -T1 -D1-.1 -fig as cant L°t TREE REMOVAL PLAN SCALE 111141HC.r"-"V-4'. at EXISTING POOL EXISTING 1 STORY RESIDENCE --+ if - f -+'tl , �1 - Zxl571t- , a-lcFtV' EMERALD ROW. nNb 4r?41.31pm-tp tzE� 0'44, t3 pet-Aovrx? eu_irrNq ijau04H�rrx •old ,4kc • Lei Id-tt i Joe M. Peterson cn=Joe M. Peterson, o=Peterson Design Professionals, Inc, email=J.peterson2008@ho tmail.com, c=US 2023.09.11 090732 -04'00' kAINI PROJECT e i4, 5 gi11"23 L1 e—ril l iaa3' ut'L�j` _. . . �rn�-�� per.: au/O-" 1 Lo LANDSCAPE PLAN SCALE ♦ pr�r-ao�ws��.a.-4i�'ia, ra, CANAL nrtliferi Viikovai iZigkAipv ti...472114 1/ I ,' `✓ POOL, 1 !ftAuolvi 0 2 _ 10 .20_. EMERALD ROW c-- �x�srlµq'I it 7 ANT �r Joe M. Peterson cn=Joe M. Peterson, o=Peterson Design Professionals, Inc., emall=J.peterson2008@hot mall.com, c=US 2023.09.11 09:0136 I PROJECT 41 ___—..._ . L2 TREE PLANTING DETAIL PLANT LIST SYM QV CB CN PE PT AD RA EL BO BG CLU ARB POD COD IXO PTV FGI FIC JAS BOTANICAL NAME Quartos wgioiana Calophyllum brasiliensis Cocos nucifera Ptychosperma elegans Ptychosperma elegans Veitchia adonidii Rhapis excelsa Elaeocarpus decipiens Bougmwillea glabra Bouganvillea glabra Clusia flava SebeffleraArboeicola Podoearpus macrophylla Codieaeum variegatum Ixora Maui Yellow' Pittosporum tobira `var.' Ficus microcarpa Ficus pumila Trachelospermmn Minima LARGE TREE PLANTING DETAIL µT:_ COMMON NAME 'Live Oak' Beauty Leaf `Coconut Palm' 'Alexander Palm' 'Alexander Palm' 'Adonidia Palm' 'Lady Palm' 'Japanese Blueberry, Bouganvillea .Bouganvillea, 'Small Leaf Clusia' 'Dwarf Scheflera' Podoc us 'Croton' 'Maui Yellow Isom' 'Variegated Pittttosporum' 'Green Island Ficus' 'Creeping Fig' `Jasmine minima' SPECIFICATIONS QUAN 18'10.5' spread 4 K" catmia 4 12' hgt 3' spread 2 'h" cal. 4 'Maypan' variety. Clear trunk heights on plan. 7 Triple, 14' -16' o.a. hgt stagger heights. 1 Single. 6' grey wood Match. 7 Triple, stagger heights, 30 gal. 7'-8' o.a. hgt 1 25 gal. 6' o.a. hgt. 2 cone 5' bp full to base. 4 25 gal. 5'-6' bgt stdred color. 2 25 gal. 5'4' hgt. purple color. 3 7 gal. 36" hgt. hedge. 110 7 gal. 30"x24". 45 7 gal. 30" hgt hedge. 131 'Sloppy Painter' var. 7 gal. 30" hgt. 76 3 gal. 16"x14" 82 3 gal. 16"x86" 126 3 gal. 12"x12" 1238 3 gal. 3' trailers. 2 1 gal. 831 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 61 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. PLANTING SOIL IS TO BE WEED FREE MIXTURE OF MUCK AND SAND (30/70) WITH 50 LBS OF MILORGANITE PER 6 CU. YDS. 4. APPLY 3" 'GOLD' EUCALYPTUS MULCH AROUND ALL PLANTS WITHIN 2 DAYS. 5. 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. 6. 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. 7. 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 IH GROW BAGS OR GROW BAG TYPE MATERIAL MUST HAVE SUCH MATERIAL REMOVED ENTIRELY PRIOR TO PLANTING THE TREE OR SHRUB. 8. ALL PLANT MATERIAL SHALL BE FREE OP PESTS, INSECTS, DISEASE, WEEDS, ETC... 9. 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. 10. ALL PLANT MATERIAL SHALL BE WATERED IN AT TIME OF PLANTING TO ELIMINATE AIR POCKETS 04 THE ROOT ZONE AREA 11. TREES AND PALMS ARE TO BE STARED AS NECESSARY AND IN A GOOD WORKMANLIKE MANNER WITH NO NAIL STARING PERMITTED. 12. LANDSCAPING SHALL BE PLACED TO EDGE OF ABUTTING STREETS OR OTTER LANDS. 13. SITE DISTANCE CONCERNS MUST BE MAINTAINED FOR CLEAR SITE VISBILITYPROM THIRTY INCHES TO SEVENTY-TWO INCHES, TREE TRUNKE EXCLUDED. MEASUREMENT SHALL BE MADE FROM TOP OF ROOT BALL PLANTED AT PROPER ELEVATION. 14. SEE PLANTING DETAILS FOR ADDITIONAL PLANTING INFORMATION. 15. 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. 16. ALL CONSTRUCTION MATERIAL AND FOREIGN MATTER SHALL BE REMOVED FROM THE PLANTING AREAS AND REPLACED WITH 50/50 MIXFILL SOIL OR AS PER SPECIFICATIONS. 17. ALL LANDSCAPE MATERIAL SHALL BE PERTILEZED UPON INSTALLATION. 18. 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 I TB.ITIES AND/ 011 CONSTRUCTION CAUSED AT NO COST TO THE OWNER 19. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF 12 MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION. 20. IN ADDITION TO THESE REQUIREMENTS, ALL LOCAL LANDSCAPE CODES SHALL BE MET IN ORDER TO SATISFY THE REVIEW AND APPROVAL OF THE GOVERNING MUNICPALITY. 21. CO-ORDINATE WITH ALL TRADES, ESPECIALLY THE IRRIGATION CONTRACTOR 22. ALL TREES PLANTED WITHIN 10' OF AN UNDERGROUND UTILITY EASEMENT WILL BE PROVIDED WITH APPROVED ROOT BARRIERS. 23. ALL LANDSCAPING AND IRRIGATION SHALL BE INSTALLED IN COMPLIANCE WITH ALL LOCAL CODES. 24. IN AREAS WHERE PAVED SURFACES ABUT SOD OR MULCH, THE FINAL LEVEL OF BOTH SURFACES SHOULD BE EVEN. 25. ALL SODDED AREAS TO HAVE A MINIMUM OF r OF PLANTING SOIL. 26. ONLY BIODEGRADABLE MATERIAL CAN BE ATTACHED TO THE TRUNKS OF TREES. 27. ALL ROAD ROCK OR ANY UNNATURAL MATERIAL SHALL BE REMOVED FROM ALL LANDSCAPE AREAS AND REPLACED WITH GOOD PLANTING SOIL. 28. THE SPECIFICATIONS OF PLANT MATERIALS AREAS 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 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. 29. ALL TREES 1 I/2" INCHES 114 CALIPER AND GREATER SHALL BE PROPERLY GUYED AND STAKED AT THE TIME OF PLANTING. 30. 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. 31. THE CONTRACTOR IS RESPONSIBLE TO REPORT ANY DISCREPENCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT IMMEDIATELY. Joe M. Peterson cn=Joe M. Peterson, o=Peterson Design Professionals, Inc., email=j.peterson200 8@hotmail.com, c LJS 2023.09.11 09:02:44 -04'00' inn Santoro Residence PROJECT ak 1(45 L3 CANAL IRRIGATION PLAN SCALE ii ZONE 2 27.2gpm 1 V2" II \ �"/ I \ � -- j � I \ / Y\\ \ //. PROPOSED 2 STORY / .. 1.. --_. Alive 0 / I 'K / RESID .ICE / liA'._s:lS; I. p / li / t / i' \ /-r-� i I I \ 1 I rtrt , ■ ■ // \ )----1\--4 I,l / 1 / \ 1 I! I ,►�� � I ,(� I -- r / ,i Iil � t C� f —/ /" ZONE 3 B / 1- ,- JP VER D1uvEwA' 25.3gpm 1'/2 IY . _ 1 j MI `, / 0 2 10 41.17 I" 29.6gpm 1 V2" B B = s-- 0 EMERALD ROW- m �!u j 2u ,r sc-uu1.1 �- J P �1 Tcletxrr Gi Luc 1.4 3LJgl� . G k1Y.,4, G2 15 7e, Go•eIi-Vrt-141D14-toy Joe M. Peterson • cn=Joe M. Peterson, o=Peterson Design Professionals, Inc.. email=j.peterson20 : 08@hotmail.com, c=US 2023.09.11 09:03:41 -0400' I co - 1 0 4-4 752 W ceN PROJECT +_I4, _,__: L4 81 NOSH 91140E/TOP Cr MULCH 2 POP-UP SPRAY SPROMIF0 RAN BIRD 1802 4/1991 NOZZLE 30,/2 -INCH MALE WT z .490 INCH BARB ELBOW: RUN BIRO MODEL 581-050 8s VC P LATERAL PIPE SIAN0 PIPE, 2 -INCH LENGTH: RAIN BIND MODEL SP -100 PVC SCH 40 TEE OR Ell POP-UP SPRAY SPRINKLER D TAG WATER PROOF CONNECTION (1 OF 2) 30-4140 LINEAR 11NO1T1 OF WIRE. CORED REMOTE comma. VALVE: RAIN BIRD ASVF (D INSTALL 6 -INCH M41. MOVE HIGHEST POINT OF DISCHARGE © W RADIATION RESISTANT PVC SCH 40 MALE ADAPTER (1 OF 2) 0 UV RADATON RESISTANT PVC�SD0 40 PIPE 8 2) FINISH ORAOE/TOP OF MULCH 9 PVC SCH 40 ELL (1 OF 2) 0 PVC LITERAL PUN: (1 OF 2) DO REMOTE CONTROL VALVE SYMBOL O H aB OA 15-A QA 0 O RAINBIRD PART NO. TYPE PSI GPM RAD. AMOUNT 1800-SAM-PRS-12F POP-UP SPRAY 30 2.60 12' 11 1800-SAM-PRS-12H POP-UP SPRAY 30 1.30 12' 21 1800-SAM-PRS-12Q POP-UP SPRAY 30 0.65 12' 7 1800-SAM-PRS-I2TQ POP-UP SPRAY 30 1.95 12' 3 1800-SAM-PRS101' POP-UP SPRAY 30 1.57 10' 4 1800 -SAM -FRS -MI POP-UP SPRAY 30 0.79 10' 2 1800-SAM-PRS-IOTQ POP-UP SPRAY 30 1.20 10' 1 1800-SAM-PRS-8F POP-UP SPRAY 30 1.57 8' 13 1800-SAM-PRS-SH POP-UP SPRAY 30 0.79 8' 4 1800-SAM-PRS-5F-B POP-UP BUBBLER 30 1.50 5' 3 CLASS 160 PVC (LATERAL) CLASS 200 PVC (MAINLINE) SCH 40 PVC (SLEEVE) RAINBIRD PGA VALVE t�1 RAINBIRD ESP MODULAR (8 STATION) • MINI -CLICK RAMNSENSOR �OUl91uL WALL) 0 HYBRID CONTROLLER: RAIN BIRD ESP -LX SERIES OUTDOOR WALL MOUNT O2 1.5-01CH PVC SCH 40 CONDOR AND MRCS 0 WIRES 10 REMOTE CONTROL VANES ♦ JUHCTON BOX S 1 -INCH PVC SCH 40 CONDUIT TO POWER SUPPLY 0 HYBRID CONTROLLER 0 24 VAC 4014010LLER O 42VN 111 AMISER O CONTROL LWARRER V1O.,1yE M R°. WNW 0 REMOTE ICAL314T00L VALVE SO MA: SMELL O6800/ TOP F WLCH © SENSOR PROBE NOTE: 1. FOR COMPLETE MSTALLAIDN INSTRUCTIONS. SEE MS1000110NS ENCLOSED 4ITH AO1/AA4SER. MOISTURE SENSOR IRRIGATION NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF APPENDIX F, CONSTRUCTION AND BUILDING CODES FOR TURF AND LANDSCAPE IRRIGATION SYSTEMS, OF THE FLORIDA BUILDING CODE, AND ALL PERTINENT LOCAL CODES. 2. THIS SYSTEM HAS BEEN DESIGNED TO PROVIDE A 100% COVERAGE. ALL WATER USED FOR IRRIGATION SHALL BE RUST FREE. IF A CHEMICAL INJECTION SYSTEM IS USED IN A WELL WATER SYSTEM, THE WELL SHALL BE PROTECTED IN ACCORDANCE WITH FLORIDA STATE LAW. 3. ALL NEWLY LANDSCAPED AREAS (INCLUDING SOD) SHALL BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC SPRINKLER SYSTEM PROVIDING 100% COVERAGE. NO LANDSCAPE INSTALLATION SHALL OCCUR UNTIL THE IRRIGATION SYSTEM IS OPERATIONAL, UNLESS APPROVAL IS GRANTED BY THE OWNER OR LANDSCAPE ARCHITECT. UNDERGROUND SPRINKLER SYSTEM IS TO BE BY RAINBIRD SPRINKLER MFO. CORP. OR APPROVED EQUAL. 4. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC... SHOWN WITHIN PAVED AREAS OR OUTSIDE PROPERTY LINES IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN LANDSCAPED AREAS. 5. THIS SYSTEM HAS BEEN DESIGNED ND CONFORM WITH ALL APPLICABLE CODES. SHOULD ANY CONFLICT EXIST OR ARISE, THE REQUIREMENTS OF THE CODE SHALL PREVAIL. 6. ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIEDS SHALL BE INSTALLED AS PER THE MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. 7. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCE, LOCATION OF WALLS, RETAINING WALLS, STUCTURES, AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS, AND PAVING, ETC... TICE IRRIGATION CONTRACTOR SHALL ALSO FAMILIARIZE HIMSELF WITH THE LANDSCAPE PLAN AND COORDINATE THE INSTALLATIONWTIII THE LANDSCAPE CONTRACTOR 8. ALL PIPING CROSSING UNDER PAVING, PAVERS, CONCRETE, ETC... SHALL BE SLEEVED IN SCHEDULE 160 PIPE TO BE AT LEAST TWO TIMES THE NOMINAL SIZE. 9. CONTRACTOR SHALL SIZE PIPE ACCORDINGLY TO INSURE MINIMUM OF 30981 AT THE FARTHEST HEAD OF EACH ZONE 10. SYSTEM SHALL BE EQUIPPED WITH A RAIN SENSOR THE SENSOR IS TO BE INSTALLED AT THE CONTROLLER LOCATION AND LOCATED SO AS TO RECEIVE DIRECT RAINFALL AND NOT BE IMPEDED BY OTHER OBJECTS. 11. ALL WATERING PROCEEDURES SHALL CONFORM WITH LOCAL AS WELL AS THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT RESTRICTIONS AND REGULATIONS. 12. VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS PRIOR TO COMMENCEMENT OF WORK UNDE THIS CONTRACT. CONTRACTOR SHALL VISIT THB SITE AND BECOME FAMILIAR WITH THE 811E CONDITIONS PRIOR TO BIDDING. 13. ALL ELECTRICAL HOOKUPS TO THE PUMP STATION AND CONTROLLERS SHALL BE PERFORMED BY A LISCENCED ELECTRICIAN. 14. THE CONTRACTOR SHALL BALANCE AND ADJUST THE VARIOUS COMPONENTS OF THE SPRINKLER SYSTEM SO THE OVERALL OPERATION OF THE SYSTEMIS MOST EFFICIENT. 15. PIPING ON PLANS IS SCHEMATICALLY SHOWN FOR CLARITY. ROUTE PIPES TO AVOID CONTACT WITH EXISTING TREES AND SPECIMEN PLANTS. DESIGN MODIFICATIONS ACCEPTABLE TO THE LANDSCAPE ARCHITECT MAY BE MADE ONLY AS NECESSARY TO MEET SITE CONDITIONS. 16. AFTER COMPLETION OF SATISFACTORY PRESSURE TESTS OF PIPING, THE LINES SHALL BE SUBJECTED TO LEAKAGE TESTS. 17. ALL TRENCH BOTTOMS TO BE UNIFORM AND FREE OF DEBRIS. NATIVE EXCAVATED MATERIAL USED TO RACKFILL TRENCH SHALL, BE FREE FROM ROCKS OR STONES LARGER THAN 1" IN DIAMETER. 18. PRIOR TO PLACEMENT OF HEADS FLUSH ALL LINES TO MAKE THEM COMPLETELY FREE OF DEBRIS. 19. ALL IRRIGATION CONTROLLERS ARE TO BE PROPERLY GROUNDED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 20. LOW VOLTAGE WIRE IS 1O BE INSTALLED ALONG MAINLINE INSTALLATION. USE 2" SCH40 PVC WITH SWEEP ELBOWS AT TURNING LOCATIONS WHEN SLEEVING IS REQUIRED. ALL SPLICES SHALL BE ENCLOSED WITHINA VALVE SPLICE BOX 21. WIRES ARE TO BE SIZED AND COLORED AS FOLLOWS: #12 WHITE FOR COMMON, #12 SPARE BLACK COMMON (1 SPARE NEEDED PER 10 HOT WIRES), #14 RED HOT WIRES, #14 SPARE YELLOW HOT WIRE (1 SPARE NEEDED PER 10 HOT WIRES, 3 SPARE MINIMUM). 22. WHEN HOT WIRE RUNS EXCEED 3,500 LINEAR FEET, USE #10 FOR COMMON WIRES AND #12 FOR HOT/SPARE WIRES. 23. AIR RELEASE VALVES ARE TO BE USED AT THE END OF ALL MAINLINE RUNS. Joe M. Peterson cn=Joe M. Peterson, . o=Peterson Design' 1 Professionals, Inc., l� ..._ - email=j.peterson2008 @hotmail.com,c=US 2023.09.11 09:04:47 -04'00' gp� ge Santoro Residence PROJECT #1(,122D L5 U19710400 ITzveL 7Tri eon �I�ftl,�1}�II�47G-�,�Jliis LANDSCAPE PLAN SCALE • 0 2 10 , CANAL _- iL.." urr�� EMERALD ROW. 6IyT11-t&12 X1 141 'ell -:----:- /(47.4 04.7- L.4yr. Wool -1144 11-1,AwarollteeL -01.1 L --°T 4s> Joe M. Peterson cn=loe M. Peterson, o=Peterson Design Professionals, Inc., email=J.peterson2008@hotm all.com, c=US 2023.09.11 09:0539 'VW/ 14 PROJECT _4`4 -__. ... Q%II%25- .._ L6 NORTH ELEVATION Joe M. Peterson cn=Joe M. Peterson, o=Peterson Design •/�'y \ Professionals, Inc., emalkj.peterson200 z 8@hotmail.com, c=US 2023.09.11 0906:38 -04'00' MIN Santoro Residence PROJECT +ky23 L7 COMMISSIONERS SCOTT MORGAN, Mayor THOMAS M. STANLEY, Vice -Mayor PAULA. LYONS, JR. JOAN K. ORTHWEIN THOMAS A. SMRH TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM AFFIDAVIT BEFORE ME THIS DAY PERSONALLY APPEARED u1 0 Telephone (561) 276-5116 Fax (561) 488-1009 Town Manager GREGORY L DUNHAM Town Ckrk RITA L TAYLOR ® RECEIVED SEP 11 2023 Town of Gulf Stream, FL , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) within 25 feet, '(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review (2) within 300 feet, "(for Variances or Appeals) (3) adjacent to *(for Special Exceptions) THE BELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS LEGALLY DESCRIBED AS FOLLOWS: -` G C : N e,t 1 QT_ 91 FURTHER AFFIANT SAYETH NOT: SWORN AND SUBSCRIBED BEFORE ME THIS SARALOBRAC:: Notary Public - State = c :a Commission: r •35z;i FM,,,, My Comm. Expires Ma, 27. : - Bonded through Natiora. '.czar., . r• (SIGNATURE) DAY OFf\IAIL�W ,20 23 ROVN �lVf O (NOTARY PUBLIC) 1 i➢ '\ SARA LOBRACCO :304.044\ ° 6 Notary Public - State of Florida 1 `A j Commission # HN 135298 'ovn My Comm. Expires May 27, 2025 1 Bonded through National Notary Assn. CFN 20170103100 OR BK 26971 PG 459 RECORDED 03/24/2017 15:07:21 Palm Beach County, Florida AMT 925,000.00 DEED DOC 6,475.00 Sharon R. Bock CLERK & COMPTROLLER Pgs 0459-0462; (4Pgs) Prepared by and return to: Padula Bennardo Levine, LLP 101 Plaza Real South Suite 207 Boca Raton, FL 33432 561-544-8900 File Number: 2518 Will Call No.: ► RECEIVED SEP11: Town of Gulf Stream, FL [Space Above This Line For Recording Datal Warranty Deed This Warranty Deed made this 15th day of March, 2017 between Steven J. Rooney and Gail A. Queeney, husband and wife whose post office address is 58519 Morton Street, Marathon, FL 33050, grantor, and Gulfstream Holdings LLC, a Georgia limited Liability company whose post office address is 5380 Laurel Oak Drive, Suwanee, GA 30024, grantee: (Whenever used herein the tams "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees? Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to saidgrantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Palm Beach County, Florida to -wit: Lot 57, Place Au Soleil, according to the map or plat thereof as recorded in Plat Book 27, Page 69, Public Records of Palm Beach County, Florida. Parcel Identification Number: 20-43-46-04-22-000-0570 Subject to taxes for 2017 and subsequent years; covenants, conditions, restrictions, easements, reservations and limitations of record, if any. 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. And the 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; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2016. In Witness eof, grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, seal and . elivered in our presence: Witness Witness Name: Witness N mar Witness Name: Steven J. Rooney (Seal) State of Florida County of Palm Beach The foregoing instrument was acknowledged before me this $°1 ---day of March, 2017 by Steven J. Rooney and Gail A. Queeney, who L] are personally known or [X] have produced a driver's license as identification. [Notary Seal] Notary Public MARGARET BONAR `l MY COMMISSION #FF100158 ..-'v: '•... Vi... EXPIRES March 10, 2018 (407) 398-0153 FloridallotarySemce.com Printed Name: Margaret Bonar My Commission Expires: Warranty Deed - Page 2 DoubleTime® PREPARED BY AND RETURN TO: PLACE AU SOLEIL ASSOCIATION, INC. P. O. Box 113 Boynton Beach, FL 33425 CONSENT TO CONVEYANCE ► RECEIVED 41 SEP 112023 Town of Gulf Stream, FL WHEREAS, s-, cA / L R. cQueagOistare) the record title holder(s) of the following described property situate in Palm Beach County, Florida, to -wit LOT $ 7 , PLACE AU SOLEIL, according to the Plat thereof recorded In Plat Book 27, Page 69, of the Public Records of Palm Beach County, Florida. WHEREAS, the covenants and conditions of the Declaration originally recorded in Official Records Book 729, at Page 117, subsequently amended and restated in Official Records Book 3714, Page 226 and Official Records Book 14572, Page 181, all of the Public Records of Palm Beach County, Florida, provide for an option to purchase or right of first refusal in favor of Place Au Soleil Association, Inc.; and WHEREAS, PLACE AU SOLEIL, INC., and PLACE AU SOLEIL DEVELOPMENT CORPORATION, both Florida corporations, did, on April 5, 1973, assign all privileges, rights, powers, duties and authority reserved to them by said Declaration to ROBERT C. REED, by that instrument recorded in Official Records Book 2161, at Page 1099, of the Public Records of Palm Beach County, Florida; and WHEREAS, ROBERT C. REED did, on February 15, 1977, assign all privileges, rights, powers, duties and authority reserved to him by reason of said Declaration and aforesaid assignment, to PLACE AU SOLEIL HOMEOWNERS' ASSOCIATION, INC., a Florida corporation, by that certain instrument recorded May 10, 1977, in Official Records Book 2676, at Page 1807, of the Public Records of Palm Beach County, Florida; and WHEREAS, PLACE AU SOLEIL HOMEOWNERS' ASSOCIATION, INC., did, on March 20, 1980, assign all privileges, rights, powers, duties and authority reserved to it by reason of said Declaration and aforesaid assignment, to PLACE AU SOLEIL ASSOCIATION, INC., a Florida corporation not for profit, by that certain instrument recorded March 31, 1980, in Official Records Book 3259, at Page 1512, of the Public Records of Palm Beach County, Florida; and WHEREAS, the aforesaid present owner(s) of the aforedescribed property desire to sell and convey said premises to U ter'_ L► L i hereinafter referred to as the 'prop • sed Grantee'. NOW, THEREFORE, the undersigned, acting for and on behalf of PLACE AU SOLEIL ASSOCIATION, INC., for the sum of TEN and 00/100 DOLLARS ($10.00) and for other good and valuable consideration, do hereby expressly waive any and all interest it may possess with regard to the aforesaid premises including any option to purchase and/or right of first refusal and do hereby consent to the foregoing proposed conveyance to the aforedescribed `proposed Grantee', PROVIDED, however, that this consent shall apply only as to the conveyance hereinabove referred to, and the reservation set forth in the aforesaid Declaration, all other provisions of same shall remain unaffected by this consent and waiver. IN WITNESS WHEREOF, the undersigned have set their hands and seals this /0 day of , .c , 20 ( 7 PLACE AU SOLEIL ASSOCIATION, INC. By: (tk ..GL,. t f+ C., .President Attest: )- ° (C�-3 t• Secretary STATE OF FLORIDA COUNTY OF PALM BEACH (Corporate ,Sea, BEFORE ME, personally appeared 4 ti k! 6,-;---:-/, /✓ 7' 7— , PLACE AU SOLEIL ASSOCIATION, INC. to me well known to be the person desert Sri executed the foregoing Consent to Conveyance and who acknowledged before me tha thereof was made freely as such officer as the authorized act of the corporation. SWORN TO and subscribed before me this / D L day of i17 cis- ... a SPY pu¢, (S 1r Ed lari State of da My Commission Expires 0810412020 ,DF``} ` Commission No, GG 18506 Bonded hough Western Surety Company STATE OF FLORIDA COUNTY OF PALM BEACH BEFORE ME, personally appeared Pr A ) tog.41- i `7�, as secretary of PLACE AU SOLEIL ASSOCIATION, INC. to me well known to be the person describ in and who executed the foregoing Consent to Conveyance and who acknowledged before me that the execution thereof was made freely as such officer as the authorized act9f the corporation. SWORN TO and subscribed before me this /0 , day of ,stl �,i.t , 20 . t resident 'Of in and who the execution ,20 /7. (Print Name Here): Notary Public p. b r i Commission No.: c , G� i 9 r --o E My commission expires: c, . o q - '7 n 2a (SEAL) Robin Ban .t, State of Florida My Commission Expires 08104120X' Commission No. GG 18506 Bonded through western Surety Cnmpu (Print Name Here): Notary Public lib i ir3 c r; Commission No.: c5, e -r t 8 So My commission expires: o 4. 2.12...c) LEVATION CERTIFICATE 411, OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.Q. Route and Box No. 930 EMERALD ROW Policy Number: City State ZIP Code GULF STREAM Florida 33483 Company NAIC Number SECTION C -• BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* [X] Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -- Zones Ai A30, AE, AH, A (with BFE), VE, V1 —V30, V (with BFE), AR, AR/A, AR/AE, AR/Ai A30, ARJAH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in [tern A7: in Puerto Rico only, enter meters. - - Benchmark Utilized: SEE COMMENTS Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ©•NAVD .1988 ❑ Other/Source: _ Datum used for building elevations must be the same as that used for the BFE. Top bottom floor (including basement, crawispace, or enclosure floor) Check the measurement.used. 7.8 13 feet ❑ meters a) of floor N/A ❑ feet ■ meters b) Top of the next higher (V Zones on[y) N/A ❑ feet 0 meters c) Bottom of the lowest horizontal structural member 7.2 © feet ❑ meters d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building 7,4 -•13 feet ❑ meters (Describe type of equipment and location in Comments) to building (LAG) 7.0 ❑X feet 0 meters f) Lowest adjacent (finished) grade next next to building (HAG) 7.3 ❑x feet ❑ meters g) Highest adjacent (finished) grade • h) Lowest adjacent grade at lowest elevation of deck or stairs, including 7.3 ❑x feet ❑meters structural support SECTION D -- SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by I certify that the information on this Certificate represents my best efforts to interpret the data available. statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. taw to certify elevation information. I understand that any false _" ElCheck here if atta`chretonts. Urr�, rr 7 in Section A by a licensed surveyor? © Yes 0 No Were latitude and longitude provided _land _.. .. Certifrer's Name License Number BOB BUGGEE LS 3302 _...-�� °fettirri '7, fr se 33 • �,,. • . `. 1. e . ' a . Title LAND SURVEYOR _ Company Name BOB BUGGEE, [NC_ =`' , - i • e , . STSe ,, , \ ,� 1 ... ,Z ', s,. - " • _ ,el, '` .. - •':s.e.od°' f , J. a� ' s',' • 7,0 °"trr e:,, E! _2'bka • j �a� Address 233 EAST GATEWAY BLVD .. .. City . State ZIP Code .. BOYNTON BEACH • Florida 33435 -�� Signature Date Telephone '" Fact _ 05-11-2020 - (561) 732-7877 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3)`building owner. Comments (including type of equipment and location, per C2(e), if applicable) ELEVATIONS REFERENCED TO FOOT HIGH ACCURACY REFERENCE NETWORK LAT/LONG PER GPS OBSERVATION. ' MACHINERY: A/C AD ON WEST SIDE OF BUILDING. DWG: 0500620 FEMA Form 086-0-33 (12/19) Replaces all previous editions. Craig Boyle 920 Emerald Row Gulfstream FI, 33483 Brian Dudley 925 Emerald Row Gulfstream FI, 33483 Karen Reynolds 935 Emerald Row Gulfstream FI, 33483 Christina Simmonds & Richard Whitall 940 Emerald Row Gulfstream FI, 33483 Robert Dudley & Christina Shim 945 Emerald Row Gulfstream FI, 33483 Lori Downes 955 Emerald Row Gulfstream FI, 33483 Barbara & Robert Miller 960 Emerald Row Gulfstream FI, 33483 RECEIVED SEP i Town of Gulf Stream, FL. NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on THURSDAY, SEPTEMBER 28, 2023, AT 8:30 A.M. and the Town Commission will hold a Public Hearing on FRIDAY, OCTOBER 13, 2023, AT 9:00 A.M., both in the William F. Koch, Jr. Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by Richard Gould, Estate Development Corporation, as agent for Brian Santoro, owner of the property located at 930 Emerald Row, Gulf Stream, Florida, legally described as PLACE AU SOLEIL LT 57. 1. Level III Architectural/Site Plan Review to permit construction of a new two-story 3,937 sq. ft. Gulf Stream Bermuda style single family home with a three -car garage and swimming pool. 2. Special Exception per Section 70-72(b) to exceed the maximum permitted FAR by 98 sq. ft. 3. Demolition Permit to demolish the existing structure. 4. Land Clearing Permit to clear some of the existing vegetation from the building site. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non -holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: SEPTEMBER 14, 2023 OF GUbF STRE nee R. as -4' MMC Town Clerk