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APP 012-14 (Large Plans in File)
TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS JOAN K. ORTHWEIN, Mayor THOMAS M. STANLEY, Vin Mayor MURIELL ANDERSON W. GARRETT DERING ROBERT W.GANGER November 19, 2012 Doris J. Gillman 315 SE 7th Avenue, Delray Beach, FL 33487 Dear Mrs. Gillman: Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on November 9, 2012, your application for a North Ocean Blvd. Overlay Permit and a Level 3 Architectural /Site Plan Review, as well as a Land Clearing Permit,to allow demolition of existing structures, relocation and clearing existing landscaping material for relocation of driveway and preparation of the building site,.and construction of a 9,036 square foot Colonial West Indies style partial 2 -story single family dwelling, 3 car attached garage and a swimming pool was considered for 3333 N. Ocean Blvd,, Gulf Stream. The application was approved conditioned upon the following: 1) Electric service lines shall be buried; 2) Any minor modifications in the landscape plan 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; 3) Wall and /or fences will be measured from the lowest abutting grade with a maximum height of 8' including any lighting fixtures that may be attached; 4) All chain link fencing will be screened from neighbor's view; 5) The landscape plan will protect existing Australian pine trees and provide a 13' clear zone where possibly allowing for the planting by the Town of two Australian pine trees on south side of existing driveway entrance and up to eight on the north side of the existing driveway; 6) Change the proposed gate design to the alternate gate design that is less ornate; 7) The property owner shall give the neighbor to the south 30 days notice prior to commencement of construction. This approval shall expire on November 9, 2013 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Sincerely, 2 V T-- Rita L, Taylorp Town Clerk cc:Benjamin Schreier 100 SEA ROAD, GULF STREAM, FLORIDA 33483 r�" TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 012 -14 Address: 3333 North Ocean Blvd. Proposed Improvement: Approvals Requested: Owner: Doris J. Gillman Agent: Benjamin Schreier, Affiniti Architects Construction of a partial 2 -story single family dwelling. N. Ocean Boulevard Overlay Permit: To allow the removal of existing landscape material and driveway, install new driveway and landscaping and construct 5 foot perimeter wall with entry gate within the North Ocean Boulevard Corridor. Land Clearing Permit To relocate /clear existing landscaping material for relocation of driveway, preparation of building site and property beautification. Demolition Permit Level III Architectural/Site Plan: Gross Lot size: 57,086 SF Proposed Total Floor Area: 9,036 SF Zoning District: RS -B Finished Floor: 17.0' NGVD Issues Considered During Review: To remove existing structures. To permit the construction of a 9,036 SF Colonial West Indies style partial 2 -story single family dwelling, 3 car attached garage and a swimming pool. Effective Lot Area: 30,057 SF Allowable: 9,114 SF (25% Rule Front SB = +10') Height: 34' 10" (roof height <_ 35' Preferred) Article VII. North Ocean Boulevard OverllU District Section 70 -67 Effective lot area Section 70 -70 Floor area calculations Section 70 -74 Setbacks Section 70 -100 Roof and eave heights Section 70 -187 Table of district standards Motion to recommend approval of North Ocean Boulevard Overlay Permit to allow the removal of existing landscape material and driveway, install new driveway and landscaping and construct 5 foot perimeter wall with entry gate within the North Ocean Boulevard Corridor. Motion to recommend approval of Land Clearing Permit to relocate /clear existing landscaping material for relocation of driveway, preparation of building site and property beautification. Motion to recommend approval of Demolition Permit to remove existing structures. Architectural Review and Planning Board ARPB File #012 -14 ARPB October 25,2012; TC November 9, 2012 Page 2 Motion to recommend approval Level III Architectural /Site Plan based on a finding that the proposed construction of a 9,036 SF Colonial West Indies style partial 2 -story single family dwelling, 3 car attached garage and a swimming pool meet the minimum intent of the Design Manual and applicable review standards with the following conditions 1. The electric service lines shall be buried. 2. Any minor modifications in the landscape plan 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. 3. Wall and /or fences will be measured from the lowest abutting grade with a maximum height of 8' including any lighting fixtures that may be attached. 4. All chain link fencing will be screened from neighbor's view. 5. The landscape plan will protect existing Australian pine trees and provide a 13' clear zone where possible allowing for the planting by the Town of two Australian pine trees on the north of the existing driveway entrance and up to eight on the north side of the existing driveway. 6. Change the proposed gate design to the alternate gate design that is less omate. The agent has shown several gates along SR AlA several of which are fronting homes classified with Mediterranean style architecture. 7. The property owner shall give the neighbor to the south 30 days notice prior to commencement of construction. ARPB Date: October 25, 2012 Action: North Ocean Boulevard Overlay Permit: Recommend approval to allow the removal of existing landscape material & driveway, install new driveway and landscaping and construct 5' perimeter wall with entry gate within N. Ocean Blvd. Corridor. (5 -0) Land Clearing: Recommend approval to relocate /clear existing landscaping material for relocation of driveway, preparation of building site and property beautification. (5 -0) Demolition: Recommend approval to remove existing structures. (5 -0) Level III Architectural /Site Plan: Recommend approval as submitted with the 7 conditions listed above. (5 -0) TC Date: November 9, 2012 Action: North Ocean Boulevard Overlay Permit: Approved as recommended by ARPB. (5 -0) Land Clearing: Approved as presented and recommended by ARPB. (5 -0) Demolition: Approved as recommended by ARPB to remove all existing structures. (5 -0) Level III Architectural /Site Plan: Approved as recommended by ARPB with the 7 conditions listed in the record. (5 -0) Town of Gulf Stream n TOWN OF GULF STREAM SEP 2 0 2012 Totae of Guif APPLICATION FOR DEVELOPMENT APPROVAL This form is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment, and /or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File To be completed by all applicants. PART II. GENERAL INFORMATION A. Project Information I.A.1. Project/OwnerName:__ Do(U5 J. Grlt �MAr� I.A.2. Project Address:_ 5335 N- or-6AH T>i,4D. CTvuT- -�Ttr&.,M I.A.3. Project Property Legal Description: _ G7o� r-TIZEAH 7TLS N I25 F'f of % z2s F-r ew i7 +r, I.A.4. Project Description (describe in detail, including # of stories, etc.) IJEW Z 5-fvlq {{or-1z y4(Tfi 3 CAA- &rATLA!!M AND POOL- I.A.5. Square Footage of New Structure or Addition: 9, 03 (o Architectural Style: ixn.oNIAL WES-r INDIES 1.A.6. Check all that apply: t7'Architectural /Site Plan Review eland Clearing VNorlh Ocean Boulevard Overlay (complete section B) B' Demolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) O Special Exception (complete section E) 1.A.7. (a) Proposed F.F.E.: 1?1•o" NcTV D Type of Foundation: PI Ll N (TS B. Owner Information I.B.1. Owner Address: 315 Se :?L-rN AJerlL)s DE! tXA TSUAC44I FL, 3398T 1.B.2. Owner Phone Number 5(vl Fax: L% -A 1.8.3. Owner Signature: &AZd C. Agent Information I.C.1. Agent Name and Firm Name: $cPl IP nflnl scHt�lery f+1 FIN t j1 ArL�HIt�jS U I.C.2. Agent Address: _ VI00 8901QW evoWb yATzlr�L NlJI SoITes 3orstKA7oN R 33�($ / I.C.3. Agent Phone Number: 1.C.4. Pre -App Date: App Dale: Corn Date: Decision: 5t: I- -7-50-c,44 IS Official Use Only ARPB Date: Recommendation: _ TC Date: �( "fG4 = i -2y -iy Application for Development Approval Form ADA.2000 revised 6/13/00 GI- �58'g48G Fax 561- ?5o -q8�z Page 2 Town of Gulf Stream PART 111. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre- application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. III.A.1 III.A.2 Project Description and Justification In what zoning district is the project site located? Is the project compatible with the intent of the zoning district? ETYes ❑ No of III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? Iff'Yes ❑ No F "KAW To W" OF mvpr III.A.4. How are ingress and egress to the property to be provided? Tfl ire 6,}I E><lsl WIDe Wr_?p cuT III.A.5. How are the following utilities to be provided to the property? a. Stormwater Drainage gs ,61re 41p, n �rls-reH oP b. Sanitary Sewer SE1n I c DR c. Potable Water_ a y.f _ Dg,� 5gp �� Wpm Water e. e. EleIrrigation Electricity u-rl - D7..t iSeA<H f. Telephone P.P4 t g. Gas h. Cable Televicinn P�oE1Dh WtSUL - _..... - U- MITI-C1 III.A.6. If the project involves the erection of one or more structures, please describe how the structures are consistent with the criteria in Section 66 -144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) 518E lR lta ">eNM is IN CON'foK.wfpNLV `.Jlt+l -WE LAND RVIELOPMr;Nt 12ZEV A-rIONS or- 1�a2Lst= c'r2ckM PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre - application conference with Town staff. Answering "Yes" to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals /Requirements IV.A.1. Does the project involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right -of- way? 59 es ❑ No (If "Yes ", section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? 2`Yes ❑ No (If "Yes ", section C of this part must be completed.) IV.A.3. Does the project involve the clearing or filling of any portion of an existing vacant lot or more than fifty percent (50 %) of the landscaped area of a developed lot? Q/S es ❑ No (If "Yes ", section D of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? ❑ Yes q'No (If "Yes ", section E of this part must be completed.) IV.A.6. Is the prof ct at variance with any regulations contained in the Zoning Code? ❑ Yes 10 No (If "Yes ", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 ;�ltftet � �N'rtc Town of Gulf Strearn B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? EitIS?IrI(T LPNCSLA'P£ MP-MV -L Ww- 1,56 g:n4a4£U IN or-Vcr "to pLAL-6 8EY4 D21VEt/k' AgV H40W LANbSCP•FJAEf SEA LNNDSth'P6 pLkIJ IV.B.2. Describe the need and justification for the disturbance /addition: Nome NS0 SrrS W/AU-Ie CTMe� NEuI LAU.IDSU%K KA ?tt AL. WILL - 156 lt4%- MtAZJ> iW- i A�tl �1/ ttat� A,FlD W LZeP -1re pjZ'/Ac4 IFlzcwt T+{£ Tlor+.p. IV.B.3. Will the disturbance /addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes to Explain: 0V6fLALL. VIEr/S o¢ yIS -rAS WILL 7 -oHAI n1 THIC SAfLM Ac. wyzi -M IS (S oN tNe PMOPFE � . IV.B.4. How is the design consistent with the AM Landscape Enhancement Project? SEE LANDSCAPE. IV.B.S. What mitigation is proposed so that the disturbance /addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: SE$ Lp,f.lbSc^M 1-t A C. Projects Requiring a Demolition Permit IV-C-1. When are the existing structures to be demolished? L)FbN T.4 LF -I-rr ap 5L7J�'VJgLT Flupnmrf IV.C.2. When are the proposed structures to be constructed? Wric J PEFwrf I S le -r-6A, ccNtt1,wr g1 UPS-rIPwt$ tvr- A PExJvb ap FITIT45e?4 wt IV.C.3. What is the landmark status of the structures to be demolished? NoN e D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: -AA 6r9AP£ -rroe.54,1 15 Ilwlgbr MA7L7lr;S - He'sg1L>a CIXOM'h IV.D.2. Describe the need and justification for the removal /relocation: 'Folr- ltecoL"C74 c;F qV -r4SWd ACID 15PALfiIFICA'tloJ OF PYgE" AS yler/eD FTa�t1 KMP IV.D.3. How is the removal from the project site of vegetation to be mitigated: 114 � LsANDSCAlsc t4A- re¢tiNL WILL. 156 Ihts"rA&Leb• S66 LPg4t>c .A e RArd IV.D.4. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? S�FA2y -h 11z17 1&r'% -l04 WILL 7-E INS-rAuxb W M4 SIL.r tC.TZ45EII -to SEPhRA t+: V4ff et 1 oh - FMDM lcNS tK��?lol� . IV.D.S. What replacement materials are proposed? SUE CANDSCATPE PLAhJ Application for Development Approval, Form ADA.32000 Page 4 February 2002 Deputy /Constitems /Sitedata /11/01 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 51;� 1 08� Effective Lot Area 30105::f FAR Calculations EXISTING DEMO NEW NET V Floor Living 91 �ZS Ceilings over 15' (double) 2"' Floor Living 2 ia(y `b V Floor Covered (porches, overhangs > 2 %') I ° 93 � � `t • 2nd Floor Covered Awnings > 3' and screen enclosure (at 50%) rl•A Garage Gross Floor Area 9/030 Out Buildings N� Total Floor Area Proposed °Y,o3�o First 20,000 X .33 (0 Sao s Nsrl PAR U Ir 4E�• �° -fit I FR° `'�r�°�K , ,s q&L,#jt- -rNr•N H114• F7�47 serCUK Over 20,000 X.29 2 G1,11 Total Allowable FAR Per Manual 9, 11 Total Hardscape Area f- Sc-E - pNiXC/ -PE pLA44 Required Landscape Area (lot size x 40 %) 4 s LPNDSC7J'E Pt,4N R+*I Actual % Landscape Open Space Area sc� ,pNOSCA� Deputy /Constitems /Sitedata /11/01 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. SOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED S. DEVITT III CHRIS 0. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM AGENT AFFIDAVIT N e RE:CEIi1• -" - SEP 2 9 Telephone (561) 275 -5116 Fu (561) 737 -0168 Town Manager WILLIAM H. THRASHER Town Clark RITA LTAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) 'PDZA`� (j1W " (AN , 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: C-fuw 'S- r¢Fa•rA - T C,, N IV5 7T o* s 2$S -f r C;-f Lc r S AGENT'S(S) NAME: III c-opier, COMPANY OR FIRM NAME: A;ivI ti t-ri hxt-N lT•E :t S AGENT'S ADDRESS: (o)oo zjzcK l uz�nlb ry4� ►yW eotf 8 I�PLA F -A r ( FL- 32,48 ' AGENT'S PHONE: 5 ro I - FURTHER AFFIANT SAYETH NOT. (Owner Signature) CIL ' SWORN AND SUBSCRIBED BEFORE ME THIS « DAY OF (NOTARY MY COMMISSION EXPIRES: 100 SEA ROAD, GULF STREAM, FLORIDA 33483 J,"%y a °,i, Notary Public State of Florkla Keith J Kolbe + ti p• My Commission EE014451 orn Expires 0810412014 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. NOCH, JR. Mayor JOAN N. ORTHWEIN, Vice Mayor FRED B. DEVITr III CHRIS D. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM n SEP 2 7 20V Telephone (561) Z76 -5115 Fox (561) 737 -0155 Town Manager WILLIAM H. THRASHER Town Clerk RITA L TAYLOR BEFORE ME THIS DAY PERSONALLY APPEARED T�159 IAA Il-1 S0066M11 , 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: CT'» STreiN 1 13 & tJ 125 T-f OF 5 Z9l S F T DF GL7T �D FURTHER AFFIANT SAYETH NOT: *w1 IrJ S LH IZr(r�7Z (S (G ATURE) SWORN AND SUBSCRIBED BEFORE ME THIS G — DAY OF ✓ Pt4A3%P— , 20 MY COMMISSION EXPIRES: Deputy/forms /const/ 10/ 15/08 (NOTARY P LIC) REK Slate of e n E E011 2014 100 SEA ROAD, GULF STREAM, FLORIDA 33483 o RECEEV .E?,u SEP 2 9 2011 3333 N Ocean Blvd Neighbors within 25': Jan & Selva Ganesh 3268 N. Ocean Blvd Gulf Stream, FL 33483 Martin & Audrey Schwartz 3265 N. Ocean Blvd Gulf Stream, FL 33483 Robert & Sally Burns 3312 N. Ocean Blvd Gulf Stream, FL 33483 Thomas Maier & Andrew Preston 3377 N. Ocean Blvd Gulf Stream, FL 33483 Recording $35.50 Indexing 2.00 Abstract Fee .60 Doc Stamps $40,250.00 $5,750,000.00 Pr f*by and return to: Annii;GAeckmann The Closing Table of Sarasota, LLC 4731 AcprryCircle Sarasota - .orida 34233 (incident to t0aissuance of title insurance) Parcel I.D. #20'46- 03 -08- 000 -0051 IIIMIIIAI 11111A11■1II1IA1 CFN 20120252734 OR BK 25292 PG 0463 RECORDED 96/27/2012 11:42:23 Palo Beach County, Florida ANT 5,750,090.09 Doc Steep 40,250.00 Sharon R. Bock,CLERK 6 COKPTROLLER Pga 0463 - 466; (4pgo) P. �L ?' clei'itr,'fZVI& SEP 2 0 2W Toyin of Gulf Stream, Fl. WARRANTY DEED THIS WARRANTY DEED made this 26`" day of June, 2012 by LOUISE C. BOOTH, a single woliian, Individually and as Trustee under the provisions of The Louise C. B -7rust Agreement dated November 14, 1983 and amended and restate on September 19, 1991, further amended on October 9, 1998 and November 16, 2000, and amended and restated again on December 18, 2001, akalrther amended on May 27, 2009 and June 16, 2009, and by authority vesiled• in Official Records Book 23526, Page 160, in the Public Records of Pal oif Beach County, Florida, 3OHN L. BOOTH, II, and RALPH H. BOOTH, II, herein called Grantors to DORIS 3. GILLMAN, married, whose address is 315 SE 7u' Avenue, Delray Beach, FL 33483, herein called Grantee. (The terms "Grantor" and "Grantee" include all the. parties in each capacity to this instrument and their respective heirs, personal representatives, successors and assigns)- WITNESSETH: That Grantor, in consideration of $10.00 and other valuable consideration, receipt whereof is hereby acknowledged, hereby conveys to Grantee all right, title and interest in the following described real property in Palm Beach County, Florida: That part of Lot 5 of GULF STREAM OCEAN TRACTS, according to the plat thereof recorded in Plat Book 16, Page 81, of the Public Records of Palm Beach County, Florida. On the North by a line parallel to and 275 feet Northerly from, measured at right angles to, the Southerly line of said Lot 5; on the South by a line parallel to and 150 feet Northerly from, measured at right angles to the Southerly line of said Lot 5; on the West by the Easterly right -of -way line of the Ocean Boulevard (State Road No. A1A); and on the East by the waters of the Atlantic Ocean. 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, October 25, 2012 at 8:30 A.M., and the Town Commission of the Town of Gulf Stream, Florida will hold a Public Hearing on Friday, November 9, 2012 at 9:00 A.M., both in the Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by Benjamin Schreier, Affiniti Architects, as agent for Doris J. Gillman, owner of the property located at 3333 North Ocean Blvd, Gulf Stream, Florida, which is legally described as Part of Lot 5, Gulf Stream Ocean Tracts, to consider the following: 1. NORTH OCEAN BOULEVARD OVERLAY PERMIT to remove existing landscape material and driveway, install new driveway and landscaping and construct 5 foot perimeter wall with entry gate within the North Ocean Boulevard Corridor. 2. LAND CLEARING PERMIT to relocate /clear existing landscaping material for relocation of driveway, preparation of building site and property beautification. 3. DEMOLITION PERMIT to remove existing structures. 4. LEVEL 3 ARCHITECTURAL /SITE PLAN REVIEW to permit construction of a 9,036 square foot Colonial West Indies style partial 2 -story single family dwelling, 3 car attached garage and a swimming pool. 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. The 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 THE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: October 12, 2012 TOWN OF GULF STREAM, FLORIDA Rita L. Taylor, 94�Clerk 3333 //a L PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre - application conference. A. Review and Approval Processes 6/ 1. IJ. Ocean Overlay Permit • CSI 2. Land Clearing Permit ❑ 3. Annexation Review ❑ 4. Comprehensive Plan Text Amendment Review 5. Demolition Permit ❑ 6. Future Land Use Map Change Review ❑ 7. Administrative Appeal ❑ 8. Zoning code Text Amendment Review / J i J J J B. Application Materials SEP 2 7 2312 iG¢7R �S Guii i�l. V ❑ /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) NUMBER OF COPIES REQUIRED APPLICATION MATERIAL 1 1. Completed Development Application 2v �o- 2. Feeof LC°v +2ao +Io- = )765-- ?-;to 17 3. General Location Map (on site Plan) 17 4. Site Plan (2 full size, 15 reduced to 11x 17') 17 5. Building Elevations (2 full size, 15 reduced') Q =o 17 6. Floor Plans (2 full size, 15 reduced') /r v 17 7. Roof Plans (2 full size, 15 reduced') 9-1 8. Perspective and/or Color rendering (Recommended for meeting) ✓ 1 9. Drainage Plan (if allered) 17 1 10. Landscape Plan (2 full size, 15 reduced') ✓ 11. Septic Tank Permit 12. DOT Driveway Permit (if on Al A, for any alterations to drive) 13. DOT Landscape Permit (A1A) 17 14. Survey (11" x 17 ") 9 J v 2- q -,20 15. Subdivision Plat 16. Concurrency Documents 1 17. Proof of Ownership (warranty deed) % -20 1 18. Agent Affidavit 1 19. List of Adjacent Properly ners Envelopes 20. Properly owners within 5' 00' (stamped addressed envelopes, no return address) cr-1 U 1 21. Property Owners Affidavit L v 1 Set 22. Photos of Existing Home (if applicable) /IVA 1 23. Construction Traffic Management Plan 24. 'NO IF: Where multiple copies of a drawing are required, two copies snail tie an original tun size (24" x 36') drawing which is signed and sealed. All other copies shall be reduced to 11" 17 ". Please refer to the instruction for more detailed information. Application for Development Approval, Form ADA.32000 Page 1 November 2001 V Recording $35.50 Indexing 2.00 Abstract Fee .60 Doc tgimps $40,250.00 Conoii rMtion: $5,750,000.00 Prbo,a"by and return to: Annil,Gr ckmann The Closing, Table of Sarasota, LLC 4731 AcpuyCircle Sarasota, Florida 34233 (incident to.,i the-issuance of title insurance) Parcel I.D. #Y4 j- 44-46- 03 -08- 000 -0051 6� (;CIP) WARRANTY DEED 1111111 .J111111111111I6 CFN 20120252734 OR HK 25292 PG 0463 RECORDED 06 /27/2012 11:42:23 Palo Beach County, Florida AMT 5,750,000.00 Doc Stamp 40,250.00 Sharon R. Bock,CLERK & COMPTROLLER Pgs 0463 - 466; (4pgs) SEP 2 0 2W Toren of Gulf Steam, R THIS WARRANTY DEED made this 26`" day of June, 2012 by LOUISE C. BOOTH, a single w6irian, Individually and as Trustee under the provisions of The Louise C. B `Trust Agreement dated November 14, 1983 and amended and restate „ an September 19, 1991, further amended on October 9, 1998 and Novemtkr,116, 2000, and amended and restated again on December 18, 2001, ak'\fp_ rther amended on May 27, 2009 and June 16, 2009 and b authori `" y ty v � in Official Records Book 23526, Page 160, in the Public Records of Palmlleach County, Florida, JOHN L. BOOTH, II, and RALPH H. BOOTH, II, hereir(ic�lled Grantors to DORIS 3. GILLMAN, married, whose address is 315 SE 7u Avenue, %Delray Beach, FL 33483, herein called Grantee. (The terms "Grantor" and "Grantee" include all the parties in each capacity to this instrument and their respective heirs, personal representatives, successors and assigrisf� WITNESSETH: That Grantor, in consideration of $10.00 and other valuable consideration, receipt whereof is hereby acknowledged, hereby conveys to Grantee all right, title and interest in the following described real property in Palm Beach County, Florida: That part of Lot 5 of GULF STREAM OCEAN TRACTS, according to the plat thereof recorded in Plat Book 16, Page 81, of the Public Records of Palm Beach County, Florida. On the North by a line parallel to and 275 feet Northerly from, measured at right angles to, the Southerly line of said Lot 5; on the South by a line parallel to and 150 feet Northerly from, measured at right angles to the Southerly line of said Lot 5; on the West by the Easterly right -of -way line of the Ocean Boulevard (State Road No. A1A); and on the East by the waters of the Atlantic Ocean. Subject to conditions, restrictions, encumbrances, easements, limitations, and 3tions of record, if any, and zoning ordinances and real estate taxes for the and subsequent years. 4;!J,Cjrantors hereby warrant and represent that the above - referenced property does not `i)- ,,constitute their homestead property, (2) is not contiguous with any of their homestead. property, and (3) is not the homestead property of any of their dependents. AND Grantor hereby covenants with Grantee that Grantor is lawfully seized of said property* fee simple; that Grantor has good right and lawful authority to sell and convey said'` property; that Grantor hereby fully warrants the title to said property and will defend the;same against the lawful claims of all persons whomsoever and that said property is free of ^all encumbrances not set forth herein. 2012. IN WIFNEW,/WHEREOF, Grantor signed and sealed this deed on June sealed and -esence of: *(print name of witr*ss) �!1 (� it *(print name of witness) STATE OF MICHIGAN COUNTY OF WAYNE Q& w (-' . &�(SEA L) LOUISE C. BOOTH, Individually and as Trustee as set forth above 309 Lake Shore Drive Grosse Pointe Farms, MI 48236 ,�v The foregoing was acknowledged before me this day of June, 2012, by LOUISE C. BOOTH, a single woman, Individually and as Trustee under the provisions of The Louise C. Booth Trust Agreement dated November 14, 1983 and amended and restated on September 19, 1991, further amended on October 9, 1998 and November 16, 2000, and amended and restated again on December 18, 2001, and further amended on May 27, 2009 and June 16, 2009, who iscerrsonally known;lor who produced as identification. Notary of Aichiggh Commission No. My commission expires: le,tea. PAUL 6. SHEFFERLY � Pudlc, State of Michgen -2- Counry of Macomb My Caimtission Fxphes Oct 22.2073 AgYg h the Counry of Signed, sealed and delivered in the presence of: ��D_ ,. ,� I 1 i °Y's ____i i np *(Print name of witness) 980 Lake Shore Road Grosse Pointe Shores, MI 48236 *(print name pf witness) v STATE OF MICAIQ V COUNTY OF WAY r? The foregoing %Et- acknowledged before me this � day of June, 2012 by John L. ooth, II who s'pelscpall known or who produced �� /a�LtF 11•' .1r01ty1 ( as identification. l 4 Notary Public, State of Michigan Commission No. (�fl My commission expires: rATR MA:CMWDER NOWY POW - WNW My commMtim Eron AM 14,201 Acting in mo county of -3- Signed, sealed and delivered in ttAe presence of: of witness) *(print (SEAL) RALP H. BOOTH, 274 Provencal Road Grosse Pointe Farms, MI 48236 `C, STATE OF MIC44 COUNTY OF WAYNI�= The foregoing `has acknowled ed before me this /; x- day Ralph H. Booth, II, whop ;personally known r who produced %1 as identification. of June, 2012 by -4- Notary Public, State oYKichigaff Commission No. My commission expires: /o, W-2 ao /3 PAUL G.SHEFFEgLY Notary PuWfc, State of Mirhgen County of Macomb MP Comntlssbn Expires ct. 22, 2013 Acthg h th Coumy of -4- 3333 N Ocean Blvd Gillman Residence Paint color: Benjamin Moore #879 White Opulence 012,14 Areas of use: Exterior of house Wood shutters Stucco siding Metal railing Wall & entry gate at the road ® OC�o GV\�Sl`ea�F boo 012 -14 Drawing Index 3333 North Ocean Blvd. Gulf Stream, FL Affiniti Architects Perspective Drawing A1.0- Site Plan, Location Map, Site Calcs., Streetscape A3.0- 1'` Floor Plan A3.1- 2"' Floor Plan A5.0- West & South Elevation, Wall & Entry Gate @ Road A5.1- East & North Elevation, Alternate Entry Gate @ Road A7.0- Lower Roof Plan A8.0- Upper Roof Plan Neighboring Gate Images Peterson Design Professionals L1- Existing Tree Removal L2- Landscape Plan L3- Landscape details/ specifications L4- Front Elevation L5- Street Elevation Meridian Land Surveyors Sheet 1 of 2- survey of subject property Sheet 2 of 2- survey of adjacent properties Schulke, Bittle & Stoddard, LLC Cl- Demolition plan C2- Site Plan C3- Cross Sections C4- Lighting Plan C5- Cut & Fill C6- FDOT Details Samples Driveway Pavers - Belgard -Oak Run -Old Castle Colonial Roof Tile- Hanson Southern Shake, Color Moccasin Pool Deck - Dominican Coral Paint Color: Benjamin Moore #879, Exterior Shutters, Stucco Siding, Metal railing, Wall and entry gate at road "icullic LUMMIS 1,11 FIXTURE A Page I of I L-J h ink ley I i,w,litinl=,.com/prodticts/produe t-detaii.aspx?pid=2769 6/13/2011 1' 1 .. _ — _...__.. .... p ..... o .' v.L;nuut Page 1 of' 1 tai http : /%w%�N'.hinklex,lighting.com/ products/ SearchResults _Products.aspx ?sku= 2312cb 6/13/2011 Product number starts with 2312cb • 3 results found i I j 44 r � f IVI It http : /%w%�N'.hinklex,lighting.com/ products/ SearchResults _Products.aspx ?sku= 2312cb 6/13/2011 P' j !1fNKLEY Notes tl'�'�/ •lJ" L life 2312CB -DS Lucerne Copper Bronze finish with dear bent glass Donets Width: 13.25" Height: 26.5" Weigh!: 23 lbs. Material. So'.id Brass Glass Clear Bent -Glass Parels Bulb- One 50w Medium Base (R20) or Ore 75w Medium Base Voltage, '20v L eadwirc: 72" Chain: 60" Certification, C -UL-us Damp UPC: 640665231236 Rotes. Dark Sky Fixture; 5 "D Canopy i.. i are FRE URICe R.:MOND Led R20 Amber Spot Turtle Light Bulb - 5.8 Watts - Fwc Wildlife Lighting Certified t A26ER PHOTO EMAILA FAIEtIb Description Extended Information r- BOOKMRRK i ``- - Model Number: LSG. 000028 MSRP $90.00 Our Price: $59.99 Sale Price: $42.99 Special Instructions: Price Is per individual unit. J%$B FLAT RATE SHIPPING Availability: Please allow 2 weeks for delivery. Product e: IS6- ?00O2t3 The amber color Is pure, unlike ordinary bulbs that filter while light, and has been specifically selected to reduce attraction of Insects, turtles and other wildlife. The bulb has been recognized by the Florida fish and Wildlife Conservation Commission as meeting wildlife friendly criteria and Is well suited for use In sensitive coastal areas frequented by nesting sea turtles. This excellent downlighf emits the equivalent of a 50 watt Incandescent bulb yet consumes only 5.8 watts, a 70% savings. Features < /FONT< b> • Specifications:' • VOLTS 120 VOLTS AC • WATTS 5.8 WATTS • OUTPUT 200 LUMENS • COLOR AMBER • RATED LIFE 50,000 HOURS • BEAM ANGLE 40° • LENGTH 3.360 INCHES • WIDTH 2.5 INCHES • OPERATING ENVIRONMENT -40° C TO 49 C • INDOOR /OUTDOOR WET LOCATION STANDARDS UL 1993•• • SELF BALLASTED LAMPS • • Specifications are subject to change without notice. •" Testing underway by ETL to UL specifications Qty: "4 ADD 1G wl . l . . . . . . L . . . . , . , , i i A W M J . ��d g o u u g r a r e I o f 1 r i o w n h t t p c U w w w . h i n k l e y l i g h t i n g . c o m / p r o d u c t S / p r o d u c t - d e t a i l . a s p x ? p i d = 2 7 6 7 & c i d = D S 6 / 1 3 / 2 0 1 1 Led R20 Amber Spot Turtle Light Bulb - 5.8 Watts - Fwc Wildlife Lighting Certified 4 LARGER PHOTO EMALL A FRIEND Description Extended Information ".I BOOKI-IBRK ri . , Model Number: LSG- 000028 MSRP $90.00 Our Price: $59.99 Sale Price: $42.99 Special Instructions: Price is per Individual unit. fft$U PLAT RATE ShtLi= 1'1N(i Availability: Please allow 2 weeks for delivery. The amber color is pure, unlike ordinary bulbs that filter while light, and has been specifically selected to reduce attraction of Insects, turtles and other wildlife. The bulb has been recognized by the Florida Fish and Wildlife Conservation Commission as meeting wildlife friendly cr@erla and is well suited for use In sensitive coastal areas frequented by nesting sea turtles. This excellent downlight emits the equivalent of a 50 watt Incandescent bulb yet consumes only 5.8 watts, a 70 %, savings. Features < /FONT< b> • Specifficalions' • VOLTS 120 VOLTS AC • WATTS 5,8 WATTS • OUTPUT 200 LUMENS • COLOR AMBER • RATED LIFE 50,000 HOURS • BEAM ANGLE 40• • LENGTH 3.360 INCHES • WIDTH 2.5 INCHES • OPERATING ENVIRONMENT -40° C TO 45° C • INDOOR /OUTDOOR WET LOCATION STANDARDS UL 1993-- • SELF BALLASTED LAMPS • . Specifications are subject to change without notice. •• Testing underway by ETL to UL specifications City: 92 ADD to wI FIXTURE C ALL -PRO 049 CAI PTInM - . -_ - .._- -._.__ 1Fn L1709 housing is designed for Wei, IneulOmd Ceilicgs Z1. Z hcunng .:If hC iP dirk C: Coal", N''rtl +r95u:dtion mMcrial. 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FIXTURE E FYPNIYPk nWN &NG OlrrpOOR MN_. ._ 1400 I aa,& m I TCous I Maa I seta Lighting Universe 1.888.404.2744 LIVE CHAT 6 Fri 43m10lxn PST RegYest a Cal Av la tbx sal 5M.8pn PST ��♦ a�mrr,Par+r ACCCm omerstaeG DIYTeO t PmseMces Mee Daly Deals Search for fighting fixtures ® 0ltems C.. No Ocnr I Wnu LIGRr9 10=00 RUC NTlNG I Fm I Lm Fa I DOMN1a0.L 4GenaG I TRACK LGH11Ng I ACCENT LGInING I MORE I Snue specull Lmervnur =_man ® FRFF SHIPPING �1Gri21. 124. )'-". Nol'1LTlc Ra taWs Discmmt Le ' -. +y cpw3Y. ., _.,.v.... • Lighting On Sale I Modem Lighting Commercial Lighting Volume Pricing Available tbx> L,"n ficxes> ddtloa LiOng> Drums y Uohirg> Secv4y Li" > DesteM Edge LM 2 Ught Mobm A.... Ted Il IM.e 19i"GwrRrcmeI :oanIn ......... ................ Dimensions 8 Weights Height 6 inches Length 9Iches Width 5inches Quick Links hnensi Q 8 A Apcg�so[les B.reJxLlNg Revlews 667482G Designers Edge L990BR 2 Light Motion Activated Floodlight „ Security Light ]MYR UM by Des Msl Phco 23329 mPrice Gravy {t Price $25.49 You Saw Up to $5.10 You E. 26 Fr.,igpNr" Fin sh Select Finish Q,rlpnlmgges Qua fty 1 NALx-Qgai 1 600Vllsll,tltg i e4etoprc�t overview 110' Motion Activated Floodlight • All metal construction (excluding motion sensor) • High impact and weather resistard mrl-metal'c constriction • Adjustable time $ sensitivity settings • Sealed 110' motion sensor for protection against weather conditions • Fully assembled • 3,100 Lumen output • Unated 2 year warranty Light Bulb Installation Listing Bulb sold separately Shop Accessories Rom you're currently viewing: ,�. Designers Edge L990 2 tight Motion Activated Floodlight Security Light select Opboe .... L21 .1..5.0Y_29 @�4A]gsL120y1�'sggn (compare Bulbs) Wet Locations lExpli IN oty 1 Price $25.49 You save Up to $5.10 8aA5nP911PY Compare Our Price Have You seen this hem for lass? Recommended For You Os?ignersEoWain $39.49 lPrMr_LhMtrn $43.00 $o9L4s3.119R�09 `o P66207 y!„ $32.58 F'� WMrsa RMew , HeatM7artldt RC. _ SL -5412 '+u t $34.00 Coordinating Items Designers Etl e 6 WAt 1 of 3 10114/2012 3:00 PM yr JI Fri 2SnECIFICAMNS P Product Name: FESTIVAL H12 l FPartNo. 1208010217 1 1208020217 1208030217 1208040217 F 1208050217 1208060217 Product Descri do 9rlvm FilY2W �'° 1 Amner Fea:val Hl2 zW 4Im 1 Blue LEO Festival Ht22N Fe51Na1H122W t21m /Green 141m I Red LED Festival H12 2W 12Im / 2ttWK Festival H12 2W 171m / W03K Certification LFD Lar.1a Lan LF.n Lam Lam UL, cUL LED Lama LED Lam Color Amber Blue Green Red Warm White Da Ii ht Color Tem CCT 585 -610nm I 455 -470nm 515 -535nm 620 -640nm 2800K 6000K Lam Base E26l24 C01cr Renders Index (Ra In ut Vollace ao _ Rated Current 100 -240V AC Rated Fre ueno 2 2mA _ Output (im) g 50/60 Hz _Luminous Total PowerfW) 4 12 14 12 17 Efficac. ImNV 4.5_ 2 2 _Luminous Power Factor 6 T 6 8.5 _ 0,5 Lre Span _ Temperature —'—` 35,000 hrs I -20'C - - - - "- _Operation i Storage Tem a alure - 30 °C - +65°C Use Indoor/ Outdoor CIF Ram _ _ IP65 while equipped with water proof fixture Dimmable No RoHS - Material _ - Yes p LE Brand Ho�usin. L— --Cree Plastic 411 rosin Color - _�.-- - - - - -- -- White I -L- — -__ Colored Plastic (PC) aJ19 OI Isu. 112&2011 ucminml: FE51 ',al H11 SPEC 201 LLi12N . L Pa talc HO:T� ?e22Ei'.'1Fitl APAL.Taa521607.258 coma: r,ss 02IU526so7r:T Ale; 1`4a:2 W232233 WA. T-1.4013o64a45 E: inf4tooeloticommww opt Laided ,!ELOC Y SOL tl, C F, LED U N E E "I' .AT R t M-LOD SOL L -P C- FIXTURE F =:;Ao Vla POOL AND SPA A Divis,on of Next Step Products TIlt, r v,wr N -(,ODY 5"Y- is t,xi-,, th it 1%, cet bri -ihmtassastlw, idk intLd�igertnGE -yno julwzEsS.v,ti alp S:,V! yC. r -,11, lZ!V,, J aliy li th SlAn"all rinht lorl.q] No Grounding No 3undir � No i role No .ontrol [;ox Easy Installation 2 Year Warranty AUtO N4arnory saves last color setting LED Latyp Life 5e Longei than traditional poodighting Exciting Color Shows: Smooth Color Transition, Blue -Green Fade s �'^�1 :!N "S wrbnx �,Changmgand,Niediuu o argglnj Vibrant Colors: White, Light Blue, Green, Pink and Dark Blue }?iUw:G'a;il'�1 ?,"a7�q" ��U .d:IgNff1�B' �S, �YYBBIICY, lVlLtl'Jlil.. ._,.. t,,:t � .. . ..Ji4N4111WNkd�iQf1!IIpNi�7011: lIW�IIW7 R , Alp! l t IL e6rls -:. .'::Ili Bright, Colorful and Versatile. The Melody SOL will outperform any other LED underwater pool light on the market today - hands down, The colors are rich and brilliant. The profile is small and sleek so you can position it WHERE you want it, not where you have to. When you sync the SOL with ether great lighting products from SAVI like the X- Stream Nova Fall, X- Stream Bubbler or X- Stream Pavers you'll see there's better value anywhere. Isn't it time to finally enjoy some fun in the sun ... all night long. c=:;Avi" POOL ANO SPA A Division of Nan Step Produm blApE R. Tk ^' U. S, A NEXT STEP PRODUCTS LLC 1 9400 Southridge Park Court I Suite 2o0 Orlando, Florida 32819 1 T.407.855.5630 F.407.210.8679 I nextstepproductcom .- 1 a 3333 North Ocean Blvd. Gulfstream Drainage Design October 10, 2012 Sehulke, Bittle, & Stoddard L.L.C. 1717 Indian River Boulevard Suite 201 Vero Beach, Florida 32960 I I. Rc_,, No i7 /)O SCHULKE, BITTLE & STODDARD, L.L.C. '013 SHEET NO, OF CIVIL 6 STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING CALCULATED TEL 7721770 -9622 www.sbsengineers.com CHECKED BY FAx 7721 770 -9496 1717 INDIAN RIVER BLVD., SUITE 201 EMAIL info @sbsengineers.com VERO BEACH, FLORIDA 32960 SCALE- / GI �UY�tI�✓ o-f Gof5, (;ul- C Y! 5frw Deran Y � /Q.( CIS - 3333 N, I ,L c I � r Sim _ 1,354C — Con +r;bLA6ac UQ iNf(f Aw(n = 3Z)Po�S? Ac -Gave Caucr Ca�CU�a�iuh5 EX;5 f)'n5 fro Poe ti 3,` o, Cn +-y / ►archr5 — q FF tY,I'Ucwux 3/754 S,z95 sgodSt+ Pavers ((?75y, — 40(0 Pool 'Poo) 'hec;k )(6C)Z 3,974 Sti4- �v z49 ?3 III1o0 �L, (o 93 5 = ( so, 6% — t rop,_,Qci opw Arm draivluye ArcIa 41951 5F (71) � yo� me a-c �hCPn +YU�ro✓I �-5'vt 71 �� tiI(J MIA r SCHULKE, BITTLE & STODDARD, L.L.C. CIVIL 8 STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING JOB SHEET CALCULATED BY TEL 7721770 -9622 www.sbsengineers.com CHECKED BY Fm 7721770-9496 1717 INDIAN RIVER BLVD., SUITE 201 EMAIL info@sbsengineers.com VERO BEACH, FLORIDA 32960 SCALE_ OF — � re soil 5urucy of ��il� ►�� �, c "u ' � -le :�,�5 on o�— Nm $each (P66� LIV +a I-iSG o i A avid a (�ermeal�ilii-Y r� }e o-F > Zo' " /hr (> -�Otldal) +o G dcp �'1� o f y�rnxi rna�P �� 7f I �a5cd oN Tl� -55 qld 4c 5urucy of V.A. �lte o�cn�ia� ync+fm41'om a -Frey- runo -R be 115 oi5 Flows /000 _ /0 _ /oo o _ (/,35;n III )Z'^/4) Z-75 5F) = I,f31 CF — Y e- ACA ?r, ICI ovv' ;mperviou5 'Area ✓/� 1 - lip °q.u�reGi ``c(lar�nr = 3 SF' ( �Z !(���(09 _ !,3%I CF To 1re�aivi �I'ht �erLui✓ed -ire,4 -mrv4 uolL t) 4e ruvi0- -\CYUvn 4e im rvq- cmcn }f) i5 di'rfci ed` `1U G 451 Lung eXf i l l m4fun irc"e � v)'a yard d rGl'n5 Ghd ea/ucrk / 7'i�e 'l�vc�cl� de5i�h was c'a��kla%a as - r�«o�5 v w = z �--+ c5's K = 40 �Um1v = o. 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I CIVIL 6 STRUCTURAL ENGINEERING - LAND PLANNING • ENVIRONMENTAL PERMITTING TEL 772 / 770 -9622 www,sbsengineers.com FAx 7721770-9496 1717 INDIAN RIVER BLVD., SUITE 201 EMAIL info(disbsengineers.com VERO BEACH, FLORIDA 32960 JOB SHEET NO._ CALCULATED CHECKED BY 0, 3cg3Z ' plooa463 3�ID�Z + Z�`316T`�'Z,y -,, (�I T Zz,�{{'Q f"yZif3�(��E'b, I A /U-4) z' z L= 4 31 S -F+ = 4 q -e +, OF DATE — rkcrc -ave proo,%de �4 L)c: o'F Z °XZ " eY-�+'f J- va�i ®v1 4reAck wl4 !o 1,e1eh,pcY4 MS — m;y) mum Uo,'d rw� o 611 rocK is 50 '�o — SPe A-tiac�ed N1oc�Y�e� �ecavev-y ��1a►i5/1e�' `'u� fvc�ch ,�ecvuev�r H2 TYPICAL EXFILTRATION T (UNSATURATED TRENCH Du DEPTH DS T BACKFILL.,.;. 12 INCHES IBACKFILL WINCHESPIPE COVER PIPE FORATED E DIAMETER COARSE ROCK E BED TRENCH WIDTH V L= K(H2W+2H2Du- Du2 +2H2DS) +(1.39x10 )WDu L= LENGTH OF TRENCH REQUIRED (FEET) V= VOLUME TREATED (ACRE - INCHES) W= TRENCH WIDTH (FEET) K= HYDRAULIC CONDUCTIVITY (CFS /FTC- FT.HEAD) H2= DEPTH , TO WATER TABLE (FEET) Du = NON- SATURATED TRENCH DEPTH (FEET) DS= SATURATED TRENCH DEPTH (FEET) C -V -10 Figure C -V -3 z i 2 o s, —v/ u o.a 3 7a F F w m i. � WI ercv 14-1 O S VVQ _ L - I O f� 1 m \J .a I � 5 � V .. 1S•1 i I. m� � ux tD n $✓A' ��.• OE WDa2'.La1o5 0 PALM BEACH COUNTY AREA, FLORIDA TABLE 7. Physical and chemical properties of soils -- Continued 61 Risk of corrosion Erosion Wind Soil name and Permes- Available Soil Shrink- factors erodt- map symbol Depth bility water reaction Salinity swell bility capacity potential Uncoated Concrete group steel K T le la /Ar Ie /(e H Immokslee: Im_____________ 0-1 6.0-20 0.054.08 4.Ier7.3 <2 Low______ High_____ High_____ 0.20 6 2 4-37 6.0 -20 0.02 -0.05 4.5 -6.5 <2 Low______ High_____ High_____ 0.20 87 -79 0.6 -6.0 0.10 -0.15 8.6-6.0 <2 Low______ High ----- High ----- 0.17 79 -80 6.0 -20 0.02 -0.05 4.5 -6.0 <2 Low______ High_____ High_____ 0.20 Jupiter: Ju________________ 0 -11 6.0 -20 0.12 -0.18 6.1 -8.4 <2 Low______ High_____ Low______ 0.17 2 2 11 -14 6.0-20 0.02 -0.08 6.1 -8.4 <2 Low ------ High_.___ Low______ 0.17 14 --------- ----------- --------- -------- ----------- ------- ___ -------- °°'- Lauderhill: Le__ ___________ 0 -26 6.0 -20 0.20 -0.25 6.14.4 <2 Low ------ High_____ Moderate_ ------ ____ 2 26 --------- ----------- ------•-- -------- ----------- - --------- ----------- ------ Myakka: Mk, Mu_________ 0 -26 6.0 -20 0.02 -0.05 4.5 -6.5 <2 Low______ High ----- High_____ 0.20 5 2 No estimates for Urban 26-47 0,6 -6.0 0.10 -0.15 4.5 -6.5 <2 Low______ High__-.. High-____ 0.20 land part of Mu. 47 -72 6.0 -20 0.02 -0.05 4.5 -6.5 <2 Low ...... High_____ High_____ 0.17 Okeechobee: Oc ----------- 0 -28 6.0 -20 0.80 -0.50 5.6 -8.4 <2 Low______ High ----- Low______ ______ ____ 2 28-50 6.0 -20 0.454.65 5.6 -8.4 <2 Low______ High_____ Low ------ ______ 50-66 6.0 -20 0.80 -0.50 5.6 -8.4 <2 Low______ High_____ Low______ Okeelanta: On_____________ 0-31 6.0 -20 0.20 -0.30 5.5 -8.4 <2 Low______ High ----- Moderate- ------ _ -__ 2 31-65 6.0 -20 0.054.10 5.6 -8.4 <2 Low ------ High ----- Moderate_ ______ Oldsmar: Os______________ 0 -34 6.0 -20 0.02 -0.05 4.54.3 <2 Very low__ Moderate_ High_____ 0.20 5 2 34-42 0.6 -6.0 0.10 -0.15 4.5 -6.5 <2 Low ...... Moderate_ Moderate_ 0.20 42-46 0.6 -6.0 0.10 -0.15 6.1 -8.4 <2 Low ...... Moderate_ Low______ 0.24 46-50 6.0 -20 0.05-0.10 6.1 -8.4 2 Low______ Moderate_ Low ...... 0.20 Pahokee: Pe_____ __________ 042 6.0 -20 0.20 -0.25 5.6 -7.3 <2 Low______ High_____ Moderate_ ______ __ -_ 2 42 --------- """ °"' ' °'-"" -- ------ °"' ° ---- ----------- _ °" °' °' "- --- Palm Beach: PbS ---------- 0-80 >20 0.02 -0.05 7.4 -8.4 <2 Low______ Low ------ Low______ 0.15 5 1 No estimates for Urban land part. Paola: PcB_ _______________ 0 -21 >20 0.02 -0.05 4.5 -6.5 <2 Very low.. Low______ High_____ 0.15 5 1 21 -80 >20 0.02 -0.05 4.5-6.5 <2 Very low__ Low______ High_____ 0.15 Pineda: Pd ---------------- 0 -34 6.0-20 0.02 -0.05 4.5 -6.5 <2 Low______ High_____ Low ---- -_ 0.17 5 2 34-" 2.0 -6.0 0.10 -0.15 6.1 -7.8 <2 Low______ High ----- Low ...... 0.24 44-62 6.0 -20 0.02 -0.05 7.4 -8.4 <2 Low______ High ----- Low______ 0.17 Pinellas: Pe_______________ 0 -30 6.0 -20 0.02 -0.05 5.6 -7.8 <2 Low ...... High ----- Low______ 0.17 5 2 30 -86 6.0 -20 0.10 -0.16 6.6 -7.8 <2 Low ------ High_____ Low ------ 0.17 36-64 0.6 -2.0 0.10 -0.15 6.6 -8.4 <2 Low ------ High ..... Low______ 0.24 54 -60 6.0 -20 0.02 -0.05 7.9 -8.4 <2 Low ------ High_____ Low______ 0.17 Pita: Pf. No estimates. Placid: Pg --------- _------- 0 -17 6.0 -20 0.15-0.20 8.6 -5.5 <2 Very low__ High_____ High_____ ------ 17-60 6.0 -20 0.05-0.08 3.6 -5.5 <2 Very low__ High.____ High ----- ------ - - -- - - - - -- Pomello: PhB______________ 0 -04 >20 0.02 -0.05 4.5 -6.0 <2 Very low__ Low______ High ----- 0.17 5 1 44-60 2.0 -0.0 0.10 -0.15 4.5 -6.5 <2 Very low__ Low ------ High_____ 0.20 60 -80 6.0 -20 0.02 -0.05 4.5 -6.0 <2 Very low__ Low______ High_____ 0.17 Pompano: Po______________ 0 -80 >20 0.02 -0.05 3.6 -7.8 <2 Very low._ High ..... Moderate_ ------ ____ ______ Zuartzipsamments, shaped: 0 -80 >20 0.02 -0.05 4.6 -8.4 <2 Very low.. Low ...... Moderate_ 0.15 5 1 OAB. Riviera: Re, Rd, Ru_________ 0 -28 6.0 -20 0.05-0.08 5.6 -6.5 <2 Low______ High_____ High__-_- 0.17 4 2 No estimates for Urban 28-36 6.0 -20 0.10 -0.14 6.1 -8.4 <2 Low______ High_____ Low______ 0.2g land part of Ru. 36-42 2.0 -6.0 0.12 -0.15 6.6 -8.4 <2 Low______ High____. Low______ 0.28 42 -62 6.0 -20 0.05-0.08 7.9 -8.4 <2 Low______ High_____ Low___.__ 0.15 iaaibel: Se________________ 12-0 6.0 -20 0.20 -0.25 5.1 -7.3 <2 Low ------ High_____ Low 2 0 -60 6.0 -20 0.05-0.10 5.1 -7.3 <2 Low______ High ----- Low______ 0.16 .._. c MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: 3333 N OCEAN BLVD GULFSTREAM POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L /W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Sail for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom Analysis Date: 10/11/2012 88.00 ftz 1,391.00 ft3 22.00 0.00 ft 5.00 ft 7.80 ft 7.80 ft 9.80 ft 0.25 26.60 ft/d 1.00 40.00 ft/d 0.20 0.50 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 F, P D MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: 3333 N OCEAN BLVD GULFSTREAM STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 1,391.00 2 1.82 0.00 3 1.82 0.00 4 1.82 0.00 5 1.82 0.00 6 1.82 0.00 7 1.82 0.00 8 1.82 0.00 9 1.82 0.00 10 1.82 0.00 11 1.82 0.00 12 1.82 0.00 13 1.82 0.00 14 1.82 0.00 15 1.82 0.00 16 1.82 0.00 17 1.82 0.00 18 1.82 0.00 19 1.82 0.00 20 1.82 0.00 21 1.82 0.00 22 1.82 0.00 23 1.82 0.00 24 1.82 0.00 25 1.82 1 0.00 26 1.82 0.00 27 1.82 0.00 Analysis Date: 10/11/2012 28 it 29 1.82 1.82 m , �� MODRET SUMMARY OF RESULTS PROJECT NAME : 3333 N OCEAN BLVD GULFSTREAM CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 5.000 0.000 0.00000 0.00 5.000 0.47858 0.37638 1.00 7.852 0.27418 0.00 0.08812 1.11 7.800 0.06474 0.00 0.04135 4.64 6.632 0.03325 0.00 0.02515 6.46 6.395 0.02125 0.00 0.01736 8.28 6.231 0.01513 0.00 0.01291 10.10 6.110 0.01149 0.00 0.01008 11.92 6.015 0.00911 0.00 0.00815 13.74 5.938 0.00746 0.00 0.00677 15.56 5.874 0.00625 0.00 0.00574 17.38 5.820 0.00534 0.00 0.00495 19.21 5.773 0.00464 0.00 0.00433 21.03 5.733 0.00407 0.00 0.00382 22.85 5.697 0.00361 0.00 Analysis Date: 10/11/2012 MODRET SUMMARY OF RESULTS PROJECT NAME: 3333 N OCEAN BLVD GULFSTREAM CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00341 24.67 5.665 0.00323 0.00 0.00306 26.49 5.636 0.00291 0.00 0.00277 28.31 5.610 0.00264 0.00 0.00252 30.13 5.586 0.00241 0.00 0.00230 31.95 5.564 0.00220 0.00 0.00211 33.77 5.544 0.00203 0.00 0.00194 35.59 5.526 0.00187 0.00 0.00180 37.41 5.509 0.00174 0.00 0.00167 39.23 5.493 0.00161 0.00 0.00156 41.05 5.479 0.00151 0.00 0.00145 42.87 5.465 0.00141 0.00 0.00136 44.69 5.452 0.00132 0.00 0.00128 46.51 5.440 0.00124 0.00 0.00121 48.33 5.429 0.00117 0.00 Analysis Date: 10/11/2012 4 I r' P C MODRET SUMMARY OF RESULTS PROJECT NAME: 3333 N OCEAN BLVD GULFSTREAM CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00114 50.15 5.418 0.00111 0.00 0.00108 51.97 5.408 0.00105 0.00 0.00102 53.79 5.398 0.00100 0.00 0.00097 55.62 5.389 0.00095 0.00 0.00092 57.44 5.380 0.00090 0.00 0.00088 59.26 5.372 0.00086 0.00 0.00084 61.08 5.364 0.00082 0.00 0.00080 62.90 5.357 0.00078 0.00 0.00076 64.72 5.349 0.00074 0.00 0.00073 66.54 5.343 0.00071 0.00 0.00070 68.36 5.336 0.00068 0.00 0.00067 70.18 5.330 0.00066 0.00 0.00065 72.00 5.324 0.00 Maximum Water Elevation: 7.852 feet @ 1.00 hours Recovery @ 1.114 hours * Time increment when there is no runoff Maximum Infiltration Rate: 23.378 ft /day And!Y515 UdLe: LU /ll /ZU1L Drawin_g Index 3333 North Ocean Blvd. Gulf Stream, FL Affiniti Architects Perspective Drawing A1.0- Site Plan, Location Map, Site Calcs., Streetscape A3.0- 1 s` Floor Plan A3.1- 2nd Floor Plan A5.0- West & South Elevation, Wall & Entry Gate @ Road A5.1- East & North Elevation, Alternate Entry Gate @ Road A7.0- Lower Roof Plan A8.0- Upper Roof Plan Neighboring Gate Images Peterson Design Professionals L1- Existing Tree Removal L2- Landscape Plan L3- Landscape details/ specifications L4- Front Elevation L5- Street Elevation Meridian Land Surveyors Sheet 1 of 2- survey of subject property Sheet 2 of 2- survey of adjacent properties Schulke. Bittle & Stoddard. LLC Cl- Demolition plan C2- Site Plan C3- Cross Sections C4- Lighting Plan C5- Cut & Fill C6- FDOT Details Samples Driveway Pavers - Belgard -Oak Run -Old Castle Colonial Roof Tile- Hanson Southern Shake, Color Moccasin Pool Deck - Dominican Coral O�Z 1b V'REVEIV. Zownol ��1�stream, Ft- Paint Color: Benjamin Moore #879, Exterior Shutters, Stucco Siding, Metal railing, Wall and entry gate at road 0 C A Js ®vgG \16.01 F� 3333 N Ocean Blvd o� GU &%S1ea1`1 Gillman Residence o� Driveway: Belgard -Oak Run -Old Castle Colonial from Mega Bergerac Collection N+Iwi � ti !✓fix y�iY 0 I 4 ' '•f.. l 'f``Gg �� � \t - F � - `r ' 7� q twitl� Y +i '�rl loo 3333 N Ocean Blvd Gillman Residence Roof Tile: Hanson Southern Shake Color: Moccasin i "o` Oklv 6ti F ZC -So`91\ 012 -14 Drawing Index 3333 North Ocean Blvd. Gulf Stream, FL Affiniti Architects Perspective Drawing A1.0- Site Plan, Location Map, Site Calcs., Streetscape A3.0- 1'` Floor Plan A3.1- 2"' Floor Plan A5.0- West & South Elevation, Wall & Entry Gate @ Road A5.1- East & North Elevation, Alternate Entry Gate @ Road A7.0- Lower Roof Plan A8.0- Upper Roof Plan Neighboring Gate Images Peterson Design Professionals L1- Existing Tree Removal L2- Landscape Plan L3- Landscape details/ specifications L4- Front Elevation L5- Street Elevation Meridian Land Surveyors Sheet 1 of 2- survey of subject property Sheet 2 of 2- survey of adjacent properties Schulke, Bittle & Stoddard, LLC Cl- Demolition plan C2- Site Plan C3- Cross Sections C4- Lighting Plan C5- Cut & Fill C6- FDOT Details Samples Driveway Pavers - Belgard -Oak Run -Old Castle Colonial Roof Tile- Hanson Southern Shake, Color Moccasin Pool Deck - Dominican Coral Paint Color: Benjamin Moore #879, Exterior Shutters, Stucco Siding, Metal railing, Wall and entry gate at road "icullic LUMMIS 1,11 FIXTURE A Page I of I L-J h ink ley I i,w,litinl=,.com/prodticts/produe t-detaii.aspx?pid=2769 6/13/2011 1' 1 .. _ — _...__.. .... p ..... o .' v.L;nuut Page 1 of' 1 tai http : /%w%�N'.hinklex,lighting.com/ products/ SearchResults _Products.aspx ?sku= 2312cb 6/13/2011 Product number starts with 2312cb • 3 results found i I j 44 r � f IVI It http : /%w%�N'.hinklex,lighting.com/ products/ SearchResults _Products.aspx ?sku= 2312cb 6/13/2011 P' j !1fNKLEY Notes tl'�'�/ •lJ" L life 2312CB -DS Lucerne Copper Bronze finish with dear bent glass Donets Width: 13.25" Height: 26.5" Weigh!: 23 lbs. Material. So'.id Brass Glass Clear Bent -Glass Parels Bulb- One 50w Medium Base (R20) or Ore 75w Medium Base Voltage, '20v L eadwirc: 72" Chain: 60" Certification, C -UL-us Damp UPC: 640665231236 Rotes. Dark Sky Fixture; 5 "D Canopy i.. i are FRE URICe R.:MOND Led R20 Amber Spot Turtle Light Bulb - 5.8 Watts - Fwc Wildlife Lighting Certified t A26ER PHOTO EMAILA FAIEtIb Description Extended Information r- BOOKMRRK i ``- - Model Number: LSG. 000028 MSRP $90.00 Our Price: $59.99 Sale Price: $42.99 Special Instructions: Price Is per individual unit. J%$B FLAT RATE SHIPPING Availability: Please allow 2 weeks for delivery. Product e: IS6- ?00O2t3 The amber color Is pure, unlike ordinary bulbs that filter while light, and has been specifically selected to reduce attraction of Insects, turtles and other wildlife. The bulb has been recognized by the Florida fish and Wildlife Conservation Commission as meeting wildlife friendly criteria and Is well suited for use In sensitive coastal areas frequented by nesting sea turtles. This excellent downlighf emits the equivalent of a 50 watt Incandescent bulb yet consumes only 5.8 watts, a 70% savings. Features < /FONT< b> • Specifications:' • VOLTS 120 VOLTS AC • WATTS 5.8 WATTS • OUTPUT 200 LUMENS • COLOR AMBER • RATED LIFE 50,000 HOURS • BEAM ANGLE 40° • LENGTH 3.360 INCHES • WIDTH 2.5 INCHES • OPERATING ENVIRONMENT -40° C TO 49 C • INDOOR /OUTDOOR WET LOCATION STANDARDS UL 1993•• • SELF BALLASTED LAMPS • • Specifications are subject to change without notice. •" Testing underway by ETL to UL specifications Qty: "4 ADD 1G wl . l . . . . . . L . . . . , . , , i i A W M J . ��d g o u u g r a r e I o f 1 r i o w n h t t p c U w w w . h i n k l e y l i g h t i n g . c o m / p r o d u c t S / p r o d u c t - d e t a i l . a s p x ? p i d = 2 7 6 7 & c i d = D S 6 / 1 3 / 2 0 1 1 Led R20 Amber Spot Turtle Light Bulb - 5.8 Watts - Fwc Wildlife Lighting Certified 4 LARGER PHOTO EMALL A FRIEND Description Extended Information ".I BOOKI-IBRK ri . , Model Number: LSG- 000028 MSRP $90.00 Our Price: $59.99 Sale Price: $42.99 Special Instructions: Price is per Individual unit. fft$U PLAT RATE ShtLi= 1'1N(i Availability: Please allow 2 weeks for delivery. The amber color is pure, unlike ordinary bulbs that filter while light, and has been specifically selected to reduce attraction of Insects, turtles and other wildlife. The bulb has been recognized by the Florida Fish and Wildlife Conservation Commission as meeting wildlife friendly cr@erla and is well suited for use In sensitive coastal areas frequented by nesting sea turtles. This excellent downlight emits the equivalent of a 50 watt Incandescent bulb yet consumes only 5.8 watts, a 70 %, savings. Features < /FONT< b> • Specifficalions' • VOLTS 120 VOLTS AC • WATTS 5,8 WATTS • OUTPUT 200 LUMENS • COLOR AMBER • RATED LIFE 50,000 HOURS • BEAM ANGLE 40• • LENGTH 3.360 INCHES • WIDTH 2.5 INCHES • OPERATING ENVIRONMENT -40° C TO 45° C • INDOOR /OUTDOOR WET LOCATION STANDARDS UL 1993-- • SELF BALLASTED LAMPS • . Specifications are subject to change without notice. •• Testing underway by ETL to UL specifications City: 92 ADD to wI FIXTURE C ALL -PRO 049 CAI PTInM - . -_ - .._- -._.__ 1Fn L1709 housing is designed for Wei, IneulOmd Ceilicgs Z1. Z hcunng .:If hC iP dirk C: Coal", N''rtl +r95u:dtion mMcrial. 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Au.!z -11 06•H .7 I'M J Yu ..._ ._. —. --- - xe+ CN( I- ru>a (36W oM) Imo. — ^FNIth Cvcp Ughongi Silocifeetinns and Dirnonslana subject to J.anae without notice. p.nlW tl.n]a�LWl�avwwio ]n'..npwnowuun Ia W aaicnJ spom.m fNfMa 4r L.rlaae]w:U.Y Id6M Call• aR`r [a{yr:. a'perry nf�e.nrc. rw•, Y' 11•rM]a(YM WI) W'aanac ff� ry'a.n•.•d•aARw.,]C Mwa- "gol'AI•'DTM1) II ww /.iw.nMari c caouu•C Oky) WN•N1a� Y.r4 vhl N Cfa:xl+c:Jwl) Y]^ G]u wi.iy;la00 dfrl i or, Gad.u'5= mr) Au.!z -11 06•H .7 I'M J Yu a•eorx IJu00 afr) xe+ CN( I- ru>a (36W oM) ap•B4C1 ] +etfa6RCnl/) �� Ov Cvcp Ughongi Silocifeetinns and Dirnonslana subject to J.anae without notice. ... u+a�n�ll�.[.m ]n'..npwnowuun Ia W aaicnJ spom.m fNfMa Au.!z -11 06•H .7 I'M J Yu Designers Edge L990 2 Light Motion Activated Floodlight dvetse.com/security- lights /designers - edge - 1990 -2.. 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Dimensions 8 Weights Height 6 inches Length 9Iches Width 5inches Quick Links hnensi Q 8 A Apcg�so[les B.reJxLlNg Revlews 667482G Designers Edge L990BR 2 Light Motion Activated Floodlight „ Security Light ]MYR UM by Des Msl Phco 23329 mPrice Gravy {t Price $25.49 You Saw Up to $5.10 You E. 26 Fr.,igpNr" Fin sh Select Finish Q,rlpnlmgges Qua fty 1 NALx-Qgai 1 600Vllsll,tltg i e4etoprc�t overview 110' Motion Activated Floodlight • All metal construction (excluding motion sensor) • High impact and weather resistard mrl-metal'c constriction • Adjustable time $ sensitivity settings • Sealed 110' motion sensor for protection against weather conditions • Fully assembled • 3,100 Lumen output • Unated 2 year warranty Light Bulb Installation Listing Bulb sold separately Shop Accessories Rom you're currently viewing: ,�. Designers Edge L990 2 tight Motion Activated Floodlight Security Light select Opboe .... L21 .1..5.0Y_29 @�4A]gsL120y1�'sggn (compare Bulbs) Wet Locations lExpli IN oty 1 Price $25.49 You save Up to $5.10 8aA5nP911PY Compare Our Price Have You seen this hem for lass? Recommended For You Os?ignersEoWain $39.49 lPrMr_LhMtrn $43.00 $o9L4s3.119R�09 `o P66207 y!„ $32.58 F'� WMrsa RMew , HeatM7artldt RC. _ SL -5412 '+u t $34.00 Coordinating Items Designers Etl e 6 WAt 1 of 3 10114/2012 3:00 PM yr JI Fri 2SnECIFICAMNS P Product Name: FESTIVAL H12 l FPartNo. 1208010217 1 1208020217 1208030217 1208040217 F 1208050217 1208060217 Product Descri do 9rlvm FilY2W �'° 1 Amner Fea:val Hl2 zW 4Im 1 Blue LEO Festival Ht22N Fe51Na1H122W t21m /Green 141m I Red LED Festival H12 2W 12Im / 2ttWK Festival H12 2W 171m / W03K Certification LFD Lar.1a Lan LF.n Lam Lam UL, cUL LED Lama LED Lam Color Amber Blue Green Red Warm White Da Ii ht Color Tem CCT 585 -610nm I 455 -470nm 515 -535nm 620 -640nm 2800K 6000K Lam Base E26l24 C01cr Renders Index (Ra In ut Vollace ao _ Rated Current 100 -240V AC Rated Fre ueno 2 2mA _ Output (im) g 50/60 Hz _Luminous Total PowerfW) 4 12 14 12 17 Efficac. ImNV 4.5_ 2 2 _Luminous Power Factor 6 T 6 8.5 _ 0,5 Lre Span _ Temperature —'—` 35,000 hrs I -20'C - - - - "- _Operation i Storage Tem a alure - 30 °C - +65°C Use Indoor/ Outdoor CIF Ram _ _ IP65 while equipped with water proof fixture Dimmable No RoHS - Material _ - Yes p LE Brand Ho�usin. L— --Cree Plastic 411 rosin Color - _�.-- - - - - -- -- White I -L- — -__ Colored Plastic (PC) aJ19 OI Isu. 112&2011 ucminml: FE51 ',al H11 SPEC 201 LLi12N . L Pa talc HO:T� ?e22Ei'.'1Fitl APAL.Taa521607.258 coma: r,ss 02IU526so7r:T Ale; 1`4a:2 W232233 WA. T-1.4013o64a45 E: inf4tooeloticommww opt Laided ,!ELOC Y SOL tl, C F, LED U N E E "I' .AT R t M-LOD SOL L -P C- FIXTURE F =:;Ao Vla POOL AND SPA A Divis,on of Next Step Products TIlt, r v,wr N -(,ODY 5"Y- is t,xi-,, th it 1%, cet bri -ihmtassastlw, idk intLd�igertnGE -yno julwzEsS.v,ti alp S:,V! yC. r -,11, lZ!V,, J aliy li th SlAn"all rinht lorl.q] No Grounding No 3undir � No i role No .ontrol [;ox Easy Installation 2 Year Warranty AUtO N4arnory saves last color setting LED Latyp Life 5e Longei than traditional poodighting Exciting Color Shows: Smooth Color Transition, Blue -Green Fade s �'^�1 :!N "S wrbnx �,Changmgand,Niediuu o argglnj Vibrant Colors: White, Light Blue, Green, Pink and Dark Blue }?iUw:G'a;il'�1 ?,"a7�q" ��U .d:IgNff1�B' �S, �YYBBIICY, lVlLtl'Jlil.. ._,.. t,,:t � .. . ..Ji4N4111WNkd�iQf1!IIpNi�7011: lIW�IIW7 R , Alp! l t IL e6rls -:. .'::Ili Bright, Colorful and Versatile. The Melody SOL will outperform any other LED underwater pool light on the market today - hands down, The colors are rich and brilliant. The profile is small and sleek so you can position it WHERE you want it, not where you have to. When you sync the SOL with ether great lighting products from SAVI like the X- Stream Nova Fall, X- Stream Bubbler or X- Stream Pavers you'll see there's better value anywhere. Isn't it time to finally enjoy some fun in the sun ... all night long. c=:;Avi" POOL ANO SPA A Division of Nan Step Produm blApE R. Tk ^' U. S, A NEXT STEP PRODUCTS LLC 1 9400 Southridge Park Court I Suite 2o0 Orlando, Florida 32819 1 T.407.855.5630 F.407.210.8679 I nextstepproductcom .- 1 a 3333 North Ocean Blvd. Gulfstream Drainage Design October 10, 2012 Sehulke, Bittle, & Stoddard L.L.C. 1717 Indian River Boulevard Suite 201 Vero Beach, Florida 32960 I I. Rc_,, No i7 /)O SCHULKE, BITTLE & STODDARD, L.L.C. '013 SHEET NO, OF CIVIL 6 STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING CALCULATED TEL 7721770 -9622 www.sbsengineers.com CHECKED BY FAx 7721 770 -9496 1717 INDIAN RIVER BLVD., SUITE 201 EMAIL info @sbsengineers.com VERO BEACH, FLORIDA 32960 SCALE- / GI �UY�tI�✓ o-f Gof5, (;ul- C Y! 5frw Deran Y � /Q.( CIS - 3333 N, I ,L c I � r Sim _ 1,354C — Con +r;bLA6ac UQ iNf(f Aw(n = 3Z)Po�S? Ac -Gave Caucr Ca�CU�a�iuh5 EX;5 f)'n5 fro Poe ti 3,` o, Cn +-y / ►archr5 — q FF tY,I'Ucwux 3/754 S,z95 sgodSt+ Pavers ((?75y, — 40(0 Pool 'Poo) 'hec;k )(6C)Z 3,974 Sti4- �v z49 ?3 III1o0 �L, (o 93 5 = ( so, 6% — t rop,_,Qci opw Arm draivluye ArcIa 41951 5F (71) � yo� me a-c �hCPn +YU�ro✓I �-5'vt 71 �� tiI(J MIA r SCHULKE, BITTLE & STODDARD, L.L.C. CIVIL 8 STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING JOB SHEET CALCULATED BY TEL 7721770 -9622 www.sbsengineers.com CHECKED BY Fm 7721770-9496 1717 INDIAN RIVER BLVD., SUITE 201 EMAIL info@sbsengineers.com VERO BEACH, FLORIDA 32960 SCALE_ OF — � re soil 5urucy of ��il� ►�� �, c "u ' � -le :�,�5 on o�— Nm $each (P66� LIV +a I-iSG o i A avid a (�ermeal�ilii-Y r� }e o-F > Zo' " /hr (> -�Otldal) +o G dcp �'1� o f y�rnxi rna�P �� 7f I �a5cd oN Tl� -55 qld 4c 5urucy of V.A. �lte o�cn�ia� ync+fm41'om a -Frey- runo -R be 115 oi5 Flows /000 _ /0 _ /oo o _ (/,35;n III )Z'^/4) Z-75 5F) = I,f31 CF — Y e- ACA ?r, ICI ovv' ;mperviou5 'Area ✓/� 1 - lip °q.u�reGi ``c(lar�nr = 3 SF' ( �Z !(���(09 _ !,3%I CF To 1re�aivi �I'ht �erLui✓ed -ire,4 -mrv4 uolL t) 4e ruvi0- -\CYUvn 4e im rvq- cmcn }f) i5 di'rfci ed` `1U G 451 Lung eXf i l l m4fun irc"e � v)'a yard d rGl'n5 Ghd ea/ucrk / 7'i�e 'l�vc�cl� de5i�h was c'a��kla%a as - r�«o�5 v w = z �--+ c5's K = 40 �Um1v = o. 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I CIVIL 6 STRUCTURAL ENGINEERING - LAND PLANNING • ENVIRONMENTAL PERMITTING TEL 772 / 770 -9622 www,sbsengineers.com FAx 7721770-9496 1717 INDIAN RIVER BLVD., SUITE 201 EMAIL info(disbsengineers.com VERO BEACH, FLORIDA 32960 JOB SHEET NO._ CALCULATED CHECKED BY 0, 3cg3Z ' plooa463 3�ID�Z + Z�`316T`�'Z,y -,, (�I T Zz,�{{'Q f"yZif3�(��E'b, I A /U-4) z' z L= 4 31 S -F+ = 4 q -e +, OF DATE — rkcrc -ave proo,%de �4 L)c: o'F Z °XZ " eY-�+'f J- va�i ®v1 4reAck wl4 !o 1,e1eh,pcY4 MS — m;y) mum Uo,'d rw� o 611 rocK is 50 '�o — SPe A-tiac�ed N1oc�Y�e� �ecavev-y ��1a►i5/1e�' `'u� fvc�ch ,�ecvuev�r H2 TYPICAL EXFILTRATION T (UNSATURATED TRENCH Du DEPTH DS T BACKFILL.,.;. 12 INCHES IBACKFILL WINCHESPIPE COVER PIPE FORATED E DIAMETER COARSE ROCK E BED TRENCH WIDTH V L= K(H2W+2H2Du- Du2 +2H2DS) +(1.39x10 )WDu L= LENGTH OF TRENCH REQUIRED (FEET) V= VOLUME TREATED (ACRE - INCHES) W= TRENCH WIDTH (FEET) K= HYDRAULIC CONDUCTIVITY (CFS /FTC- FT.HEAD) H2= DEPTH , TO WATER TABLE (FEET) Du = NON- SATURATED TRENCH DEPTH (FEET) DS= SATURATED TRENCH DEPTH (FEET) C -V -10 Figure C -V -3 z i 2 o s, —v/ u o.a 3 7a F F w m i. � WI ercv 14-1 O S VVQ _ L - I O f� 1 m \J .a I � 5 � V .. 1S•1 i I. m� � ux tD n $✓A' ��.• OE WDa2'.La1o5 0 PALM BEACH COUNTY AREA, FLORIDA TABLE 7. Physical and chemical properties of soils -- Continued 61 Risk of corrosion Erosion Wind Soil name and Permes- Available Soil Shrink- factors erodt- map symbol Depth bility water reaction Salinity swell bility capacity potential Uncoated Concrete group steel K T le la /Ar Ie /(e H Immokslee: Im_____________ 0-1 6.0-20 0.054.08 4.Ier7.3 <2 Low______ High_____ High_____ 0.20 6 2 4-37 6.0 -20 0.02 -0.05 4.5 -6.5 <2 Low______ High_____ High_____ 0.20 87 -79 0.6 -6.0 0.10 -0.15 8.6-6.0 <2 Low______ High ----- High ----- 0.17 79 -80 6.0 -20 0.02 -0.05 4.5 -6.0 <2 Low______ High_____ High_____ 0.20 Jupiter: Ju________________ 0 -11 6.0 -20 0.12 -0.18 6.1 -8.4 <2 Low______ High_____ Low______ 0.17 2 2 11 -14 6.0-20 0.02 -0.08 6.1 -8.4 <2 Low ------ High_.___ Low______ 0.17 14 --------- ----------- --------- -------- ----------- ------- ___ -------- °°'- Lauderhill: Le__ ___________ 0 -26 6.0 -20 0.20 -0.25 6.14.4 <2 Low ------ High_____ Moderate_ ------ ____ 2 26 --------- ----------- ------•-- -------- ----------- - --------- ----------- ------ Myakka: Mk, Mu_________ 0 -26 6.0 -20 0.02 -0.05 4.5 -6.5 <2 Low______ High ----- High_____ 0.20 5 2 No estimates for Urban 26-47 0,6 -6.0 0.10 -0.15 4.5 -6.5 <2 Low______ High__-.. High-____ 0.20 land part of Mu. 47 -72 6.0 -20 0.02 -0.05 4.5 -6.5 <2 Low ...... High_____ High_____ 0.17 Okeechobee: Oc ----------- 0 -28 6.0 -20 0.80 -0.50 5.6 -8.4 <2 Low______ High ----- Low______ ______ ____ 2 28-50 6.0 -20 0.454.65 5.6 -8.4 <2 Low______ High_____ Low ------ ______ 50-66 6.0 -20 0.80 -0.50 5.6 -8.4 <2 Low______ High_____ Low______ Okeelanta: On_____________ 0-31 6.0 -20 0.20 -0.30 5.5 -8.4 <2 Low______ High ----- Moderate- ------ _ -__ 2 31-65 6.0 -20 0.054.10 5.6 -8.4 <2 Low ------ High ----- Moderate_ ______ Oldsmar: Os______________ 0 -34 6.0 -20 0.02 -0.05 4.54.3 <2 Very low__ Moderate_ High_____ 0.20 5 2 34-42 0.6 -6.0 0.10 -0.15 4.5 -6.5 <2 Low ...... Moderate_ Moderate_ 0.20 42-46 0.6 -6.0 0.10 -0.15 6.1 -8.4 <2 Low ...... Moderate_ Low______ 0.24 46-50 6.0 -20 0.05-0.10 6.1 -8.4 2 Low______ Moderate_ Low ...... 0.20 Pahokee: Pe_____ __________ 042 6.0 -20 0.20 -0.25 5.6 -7.3 <2 Low______ High_____ Moderate_ ______ __ -_ 2 42 --------- """ °"' ' °'-"" -- ------ °"' ° ---- ----------- _ °" °' °' "- --- Palm Beach: PbS ---------- 0-80 >20 0.02 -0.05 7.4 -8.4 <2 Low______ Low ------ Low______ 0.15 5 1 No estimates for Urban land part. Paola: PcB_ _______________ 0 -21 >20 0.02 -0.05 4.5 -6.5 <2 Very low.. Low______ High_____ 0.15 5 1 21 -80 >20 0.02 -0.05 4.5-6.5 <2 Very low__ Low______ High_____ 0.15 Pineda: Pd ---------------- 0 -34 6.0-20 0.02 -0.05 4.5 -6.5 <2 Low______ High_____ Low ---- -_ 0.17 5 2 34-" 2.0 -6.0 0.10 -0.15 6.1 -7.8 <2 Low______ High ----- Low ...... 0.24 44-62 6.0 -20 0.02 -0.05 7.4 -8.4 <2 Low______ High ----- Low______ 0.17 Pinellas: Pe_______________ 0 -30 6.0 -20 0.02 -0.05 5.6 -7.8 <2 Low ...... High ----- Low______ 0.17 5 2 30 -86 6.0 -20 0.10 -0.16 6.6 -7.8 <2 Low ------ High_____ Low ------ 0.17 36-64 0.6 -2.0 0.10 -0.15 6.6 -8.4 <2 Low ------ High ..... Low______ 0.24 54 -60 6.0 -20 0.02 -0.05 7.9 -8.4 <2 Low ------ High_____ Low______ 0.17 Pita: Pf. No estimates. Placid: Pg --------- _------- 0 -17 6.0 -20 0.15-0.20 8.6 -5.5 <2 Very low__ High_____ High_____ ------ 17-60 6.0 -20 0.05-0.08 3.6 -5.5 <2 Very low__ High.____ High ----- ------ - - -- - - - - -- Pomello: PhB______________ 0 -04 >20 0.02 -0.05 4.5 -6.0 <2 Very low__ Low______ High ----- 0.17 5 1 44-60 2.0 -0.0 0.10 -0.15 4.5 -6.5 <2 Very low__ Low ------ High_____ 0.20 60 -80 6.0 -20 0.02 -0.05 4.5 -6.0 <2 Very low__ Low______ High_____ 0.17 Pompano: Po______________ 0 -80 >20 0.02 -0.05 3.6 -7.8 <2 Very low._ High ..... Moderate_ ------ ____ ______ Zuartzipsamments, shaped: 0 -80 >20 0.02 -0.05 4.6 -8.4 <2 Very low.. Low ...... Moderate_ 0.15 5 1 OAB. Riviera: Re, Rd, Ru_________ 0 -28 6.0 -20 0.05-0.08 5.6 -6.5 <2 Low______ High_____ High__-_- 0.17 4 2 No estimates for Urban 28-36 6.0 -20 0.10 -0.14 6.1 -8.4 <2 Low______ High_____ Low______ 0.2g land part of Ru. 36-42 2.0 -6.0 0.12 -0.15 6.6 -8.4 <2 Low______ High____. Low______ 0.28 42 -62 6.0 -20 0.05-0.08 7.9 -8.4 <2 Low______ High_____ Low___.__ 0.15 iaaibel: Se________________ 12-0 6.0 -20 0.20 -0.25 5.1 -7.3 <2 Low ------ High_____ Low 2 0 -60 6.0 -20 0.05-0.10 5.1 -7.3 <2 Low______ High ----- Low______ 0.16 .._. c MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: 3333 N OCEAN BLVD GULFSTREAM POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS EXCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L /W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Sail for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom Analysis Date: 10/11/2012 88.00 ftz 1,391.00 ft3 22.00 0.00 ft 5.00 ft 7.80 ft 7.80 ft 9.80 ft 0.25 26.60 ft/d 1.00 40.00 ft/d 0.20 0.50 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 F, P D MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: 3333 N OCEAN BLVD GULFSTREAM STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.00 0.00 1 1.00 1,391.00 2 1.82 0.00 3 1.82 0.00 4 1.82 0.00 5 1.82 0.00 6 1.82 0.00 7 1.82 0.00 8 1.82 0.00 9 1.82 0.00 10 1.82 0.00 11 1.82 0.00 12 1.82 0.00 13 1.82 0.00 14 1.82 0.00 15 1.82 0.00 16 1.82 0.00 17 1.82 0.00 18 1.82 0.00 19 1.82 0.00 20 1.82 0.00 21 1.82 0.00 22 1.82 0.00 23 1.82 0.00 24 1.82 0.00 25 1.82 1 0.00 26 1.82 0.00 27 1.82 0.00 Analysis Date: 10/11/2012 28 it 29 1.82 1.82 m , �� MODRET SUMMARY OF RESULTS PROJECT NAME : 3333 N OCEAN BLVD GULFSTREAM CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 5.000 0.000 0.00000 0.00 5.000 0.47858 0.37638 1.00 7.852 0.27418 0.00 0.08812 1.11 7.800 0.06474 0.00 0.04135 4.64 6.632 0.03325 0.00 0.02515 6.46 6.395 0.02125 0.00 0.01736 8.28 6.231 0.01513 0.00 0.01291 10.10 6.110 0.01149 0.00 0.01008 11.92 6.015 0.00911 0.00 0.00815 13.74 5.938 0.00746 0.00 0.00677 15.56 5.874 0.00625 0.00 0.00574 17.38 5.820 0.00534 0.00 0.00495 19.21 5.773 0.00464 0.00 0.00433 21.03 5.733 0.00407 0.00 0.00382 22.85 5.697 0.00361 0.00 Analysis Date: 10/11/2012 MODRET SUMMARY OF RESULTS PROJECT NAME: 3333 N OCEAN BLVD GULFSTREAM CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00341 24.67 5.665 0.00323 0.00 0.00306 26.49 5.636 0.00291 0.00 0.00277 28.31 5.610 0.00264 0.00 0.00252 30.13 5.586 0.00241 0.00 0.00230 31.95 5.564 0.00220 0.00 0.00211 33.77 5.544 0.00203 0.00 0.00194 35.59 5.526 0.00187 0.00 0.00180 37.41 5.509 0.00174 0.00 0.00167 39.23 5.493 0.00161 0.00 0.00156 41.05 5.479 0.00151 0.00 0.00145 42.87 5.465 0.00141 0.00 0.00136 44.69 5.452 0.00132 0.00 0.00128 46.51 5.440 0.00124 0.00 0.00121 48.33 5.429 0.00117 0.00 Analysis Date: 10/11/2012 4 I r' P C MODRET SUMMARY OF RESULTS PROJECT NAME: 3333 N OCEAN BLVD GULFSTREAM CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00114 50.15 5.418 0.00111 0.00 0.00108 51.97 5.408 0.00105 0.00 0.00102 53.79 5.398 0.00100 0.00 0.00097 55.62 5.389 0.00095 0.00 0.00092 57.44 5.380 0.00090 0.00 0.00088 59.26 5.372 0.00086 0.00 0.00084 61.08 5.364 0.00082 0.00 0.00080 62.90 5.357 0.00078 0.00 0.00076 64.72 5.349 0.00074 0.00 0.00073 66.54 5.343 0.00071 0.00 0.00070 68.36 5.336 0.00068 0.00 0.00067 70.18 5.330 0.00066 0.00 0.00065 72.00 5.324 0.00 Maximum Water Elevation: 7.852 feet @ 1.00 hours Recovery @ 1.114 hours * Time increment when there is no runoff Maximum Infiltration Rate: 23.378 ft /day And!Y515 UdLe: LU /ll /ZU1L TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS JOAN K. ORTHWEIN, Mayor THOMAS M. STANLEY, Vin Mayor MURIELL ANDERSON W. GARRETT DERING ROBERT W.GANGER November 19, 2012 Doris J. Gillman 315 SE 7th Avenue, Delray Beach, FL 33487 Dear Mrs. Gillman: Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on November 9, 2012, your application for a North Ocean Blvd. Overlay Permit and a Level 3 Architectural /Site Plan Review, as well as a Land Clearing Permit,to allow demolition of existing structures, relocation and clearing existing landscaping material for relocation of driveway and preparation of the building site,.and construction of a 9,036 square foot Colonial West Indies style partial 2 -story single family dwelling, 3 car attached garage and a swimming pool was considered for 3333 N. Ocean Blvd,, Gulf Stream. The application was approved conditioned upon the following: 1) Electric service lines shall be buried; 2) Any minor modifications in the landscape plan 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; 3) Wall and /or fences will be measured from the lowest abutting grade with a maximum height of 8' including any lighting fixtures that may be attached; 4) All chain link fencing will be screened from neighbor's view; 5) The landscape plan will protect existing Australian pine trees and provide a 13' clear zone where possibly allowing for the planting by the Town of two Australian pine trees on south side of existing driveway entrance and up to eight on the north side of the existing driveway; 6) Change the proposed gate design to the alternate gate design that is less ornate; 7) The property owner shall give the neighbor to the south 30 days notice prior to commencement of construction. This approval shall expire on November 9, 2013 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Sincerely, 2 V T-- Rita L, Taylorp Town Clerk cc:Benjamin Schreier 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Drawin_g Index 3333 North Ocean Blvd. Gulf Stream, FL Affiniti Architects Perspective Drawing A1.0- Site Plan, Location Map, Site Calcs., Streetscape A3.0- 1 s` Floor Plan A3.1- 2nd Floor Plan A5.0- West & South Elevation, Wall & Entry Gate @ Road A5.1- East & North Elevation, Alternate Entry Gate @ Road A7.0- Lower Roof Plan A8.0- Upper Roof Plan Neighboring Gate Images Peterson Design Professionals L1- Existing Tree Removal L2- Landscape Plan L3- Landscape details/ specifications L4- Front Elevation L5- Street Elevation Meridian Land Surveyors Sheet 1 of 2- survey of subject property Sheet 2 of 2- survey of adjacent properties Schulke. Bittle & Stoddard. LLC Cl- Demolition plan C2- Site Plan C3- Cross Sections C4- Lighting Plan C5- Cut & Fill C6- FDOT Details Samples Driveway Pavers - Belgard -Oak Run -Old Castle Colonial Roof Tile- Hanson Southern Shake, Color Moccasin Pool Deck - Dominican Coral O�Z 1b V'REVEIV. Zownol ��1�stream, Ft- Paint Color: Benjamin Moore #879, Exterior Shutters, Stucco Siding, Metal railing, Wall and entry gate at road 0 C A Js ®vgG \16.01 F� 3333 N Ocean Blvd o� GU &%S1ea1`1 Gillman Residence o� Driveway: Belgard -Oak Run -Old Castle Colonial from Mega Bergerac Collection N+Iwi � ti !✓fix y�iY 0 I 4 ' '•f.. l 'f``Gg �� � \t - F � - `r ' 7� q twitl� Y +i '�rl loo 3333 N Ocean Blvd Gillman Residence Roof Tile: Hanson Southern Shake Color: Moccasin i "o` Oklv 6ti F ZC -So`91\ 3333 N Ocean Blvd Gillman Residence f v Pool Deck: Dominican Coral c !r t P is ^ .P. `t o � � `. t. f_ � • � } • p , v F• Y .F ra I c � v ft s e• c !r t P f ^ t C P f_ 6„3J .1 ` �G *1 t v k P f ^ �k P I 6„3J .1 ` �G *1 t v k 3333 N Ocean Blvd Gillman Residence f v Pool Deck: Dominican Coral c !r t P is ^ .P. `t o � � `. t. f_ � • � } • p , v F• Y .F ra I c � v ft s e• c !r t P f ^ t C P f_ 6„3J .1 ` �G *1 t v k P f ^ �k P I 6„3J .1 ` �G *1 t v k lad UN epu0121 'mca.i79jinf) plenajnog ucaao 4»oN £E£E HONINQISRB RIVWrl'II9 Ilwea �g- s�,rls- m77'�ra we WLi �•v E ♦ 1 z J 7 p, QI R a o 3 � o 4 i L ; R i e I S7o^ � O n e IIJ .r, I�4✓ saa0 I I •. �9�-p n. 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