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APP 000~20 (Large Plan In File)
TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR., Mayor JOAN K ORTHW EIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH January 30, 2001 Heydt Five Enterprises, LLC 540 Banyan Road Gulf Stream, Florida 33483 RE: 540 Middle Road Dear Mr. Heydt: Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR This is to confirm that at the Public Hearing held on January 25, 2001 by the Architectural Review and Planning Board, your application for a Level 2 Architectural /Site Plan Review for 540 Middle Road to permit the addition of two first floor rooms, consisting of 623 square feet, supplementing the addition of a second story that was approved on April 27, 2000, and a change in the window design that was also approved on April 27, 2000, was considered. The Level 2 Architectural /Site Plan Review was approved, based on a finding that the proposed plans are consistent with applicable review standards, subject to the following conditions: 1) The Construction Traffic Management Plan submitted with the application shall be followed during construction; 2) A driveway removal agreement is required for the new paver driveway; 3) Exterior colors shall comply with the provisions of the design manual; 4) The property owner is requested to bury electrica.' cable and phone service lines underground as agreed to at this meeting; 5) The smooth white stucco columns on the front of the house shall be narrower than shown on the rendering and shall match the columns on the rear of the home. The revised columns are subject to approval by the Town Manager. The approval shall expire on January 25, 2002 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly.yours, Rita L. Taylor 1 Town Clerk' cc: Leigh Gove 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 000 -20 Current Owner: Heydt Five Enterprise, Inc. Address: 540 Middle Road Agent /contract Purchasers: Leigh Gove Proposed Improvement: The current proposal includes two additional rooms at the rear of the home totaling 956 S.F. The color swatches submitted with the application show a light beige principal color with slightly darker beige shutters. Approvals Requested: Architectural/ Site Plan Review -Level 2 (Additions are less than 50% of existing home) Special Exception(s): N/A Variances: N/A Gross Lot Area: 23,250 S.F. Effective Lot Area: 22,500 S.F. (Less submerged lands) Permitted Floor Area: 7,100 S.F. Proposed Floor Area: 7,081 S.F. Zoning District: RS-C/ Core Proposed Height: (30' max. for 2nd story) Finished Floor Elevations: existing is 8 ft. (basement 7 ft) Existing Architectural Style: Gulf Stream Bermuda, one -story Adjacent Residences: Adjacent to the west is a two -story G.S. Bermuda style residence under construction; to the east is an "other /various style" home. Key Issues Considered During Review: Side setbacks Recommendation: A motion to approve a Level II Architectural Site Plan Review, based on a finding that the proposed plans are consistent with applicable review standards, based on the following conditions. 1. The Construction Traffic Management Plan submitted with the application shall be followed during construction. 2. A driveway removal agreement is required for the new paver driveway. 3. Exterior colors shall comply with the provisions of the design manual. 4. The property owner is requested to bury electrical, cable and phone service lines underground has agreed at the 1125101 meeting]. 5. The smooth znhite stucco columns on the f ont of the horse shall be narrozner than shoum on the rendering and shall match the columns on the rear of the home. The revised columns are subject to approval by the Toznn Manager. Basis for Recommendation: This application amends application #000 -06, which included a 1625 square foot, second story addition to be placed over the central portion of the existing home. The renovations approved under the previous application are underway. The current proposal adds two rooms at the rear of the home, changes the column design, and alters the window placement and size. The setback situation is unusual and may warrant discussion by the ARPB. Items to be discussed by the ARPB The current development regulations require that side setbacks must total 30% of the lot width (in this case, 30% of 150' is 45') and shall not be less than 15 feet. The existing home is non - conforming in that the east side setback is only 12' and the west side setback is only 18 feet 7 inches totaling 30' or 20% of the lot width. The addition on the east side is proposed at approximately a 23' setback. When combined with the existing west setback, the total is 41' (27% of lot width). However, 23' represents greater than 50% of the required 45'. Given the circumstances, it seems reasonable to consider the west side setback grand fathered and to allow expansions on the east side of the home, as long as 50% of the required setback is provided and the FAR is in the allowable range. Staff seeks ARPB input on this approach. [Editor's Note: 50% approach in non - conforming situations approved by ARPB 11251011 Code Requirements that must be met prior to issuance of a Building Permit: 1. Unless the home is connected to the private Sewer System, Health Department approval of the septic system will be required prior to issuance of a building permit. ARPB Date: January 25, 2001 Action: Approved subject to the five conditions listed above (5 -0) ARPB # 99 -06, page 2 APPLICATION FOR DEVELOPMENT APPROVAL I ED DEc; a 1 2= Stream, PL 6uiWi� ref Level III i nis 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 # actor 2 a To be completed by all applicants. A. Project Information PART I. GENERAL INFORMATION 1.A.1. Project /Owner Name: 1�F�y�� ��vF I A.2. Project Address: 1.A.3. Project Property Legal Description: G �S��c. Lem u,_J--�'� 1.A.4. Project Description (describe in detail, including # o stories, etc.): La�Lo T: ) 1.A.5. Square Footage of New Structure or Addition: b. 3 Ft�' Architectural Style: 1.A.6. Project Property Size in Acres and Square Feet: 1.A.7. Check all that apply: ❑ Architectural /Site Plan Review ❑ Land Clearing ❑ Variance (complete Section G) ❑ Special Exception (complete Section F) ❑ North Ocean Boulevard Overlay (complete Section B) ❑ Demolition of Structures ❑ Non - residential uses l .A.8, (a) Proposed F.F.E.: (b) Type of Foundation: B. Owner Information 1.13.1, Owner Address: 1j4c) 1.13.2. Owner Phone Number: — X4-3 — �O�Z —Fax: Spr, 1.B.3. Owner Signature: C. Agent Information 1.C.1. Agent Name and Firm: 1.C.2. Agent Address: 1.C.3, Agent Phone Number: 1.C.4. Agent Signatu e: dii ) 3 111-4 Pre -App Date App Date Comm Date Decision Official Use Only ARPB Date t��} =o-a -�/71 c : ,M. W r TC Date ,NC. 9 0) "�— Fax: a-I S_`4'`7 -TJ n Town of Gulf Stream Address: S 4-0 Part II. APPLICATION REQUIREMENTS To be completed by Town staff during pre- application conference. A` A.v .: Review and Approval Processes ❑ 1. N. Ocean Overlay Permit 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 ❑ S. Zoning Code Text Amendment Review B. Application Materials ❑ 9. Sign Review �2., 10. Site Plan Review, LeveldW ❑ 11. Site Plan Revision Special Exception Review ❑ 13. Subdivision Review ❑ 14. Variance Review ❑ 15. Rezoning Review ❑ 16. (Other) NUMBER OF COPIES REQUIRED APPLICATION MATERIAL OFFICIAL USE ONLY REC. NEED RE C. REv. Riv. 1 1. Completed Develo ment Application- Fee of 650.0 = q-ov 114-0 �- 17 J General ocation Map (on site plan) 17 Site Plan (2 full size, 1& reduced to 11" x 17" 17 4 Building Elevations (2 full size, 113 Reduced *) 17 6. Floor Plans (2 full size, 1_4 reduced *) 17 Roof Plan (2 full size, l 6 reduced *) r, 1 8. Perspective k, 9. Color Rendering Drainage Plan j 17 11. Landscape Plan (2 full size, 10 reduced) Septic Tank Permit (prior to permit) 1 P .DOT Driveway Permit (If on Al A, for any alterations to drive) DOT Landscape Permit (AIA) 17 5 Survey (11" X 17 ") Subdivision Plat Concurrency Documents 1 lr Proof Ownership (Warranty Deed) 1 Agent Affidavit 1 CO) Adjacent Property Owners List Envelopes 1. Property Owners within 25'/300' stamped- addressed envelopes, no return address 1 Property Owners Affidavit 1 Set 3 Photos of Existing Home 1 4 Construction Traffic Management Plan 25. I NOTE: Where multiple copies of a drawing are required, two copies shall be an original full -size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17 ". Please refer to the instruction manual for detailed information. PART III. "ROJECT DESCRIPTION AND JUST[ :ATION To be completed by all applicants after pre - application conference with Town staff. Please be concise brief. Attach additional sheets only when necessary and be sure complete o include the appropriate and but question number for each response. '-/A• Project Description and Justification III.A.1. Describe the exact nature of the project. III.A.2. In what zoning district is the project site located? III.A.3. Is the project compatible with the intent of the zoning district? Yes ❑ No Explain. III.AA What is the Future Land Use designation of the project site? Ill.A.5. Is the project consistent W�h'the Future Land Use Map and goals, objectives and of Comprehensive Plan? D'Yes ❑ No policies of the Explain. III.A.6. How are Ingress and egress to the property to be provided? )c� ti1G III.A.7. a. b. C. d. e. 9• h. How are the following utilities to be provided to the property? Stormwater Drainage Sanitary Sewer Potable Water Irrigation Water`' Electricity` Telephone —�-' Gas Cable Televising, III.A.8. If the project involves the erection of one or more structures, please describe are consistent with the criteria provided in Ordinance 91/12 Section B.2.b how the structures N III.A.9. If the project involves a rezoning, Zoning Code text change, Future Land Use Map change, Comprehensive Plan text change, or any combination thereof, please describe the need and Justification for the request. Application for Development Approval Form ADA.592 Page 3 Town of Gulf Stream PART IV. ADDITIONAL INFORMATION Section A is to be completed by all applicants after pre - application conference with Town staff 'Yes' to any question in Section A requires the completion of additional Sections as indicated. Answering A. Additional Requirements IV.A.1. Does the project involve land area within fifty feet (5o') of the A1A (North Ocean Boulevard of -way? O Yes I� No ) right- of-way? 'Yes', section B of this part must be completed.) IV.A.2. Does the project Involve the demolition of one or more structures? ❑Yes C`1 (If "Yes', section C of this part must be completed.) No IV.A.3. Does the project involve the clearing or filling of an fifty percent (50%) of the landscaped area of a developed lot? p Yesg v9 Not lot or more than (If 'Yes', section D of this part must be completed.) IV.A.4. Does the project involve non - residential uses or more than two (2) residential units? ❑ Yes b"No (if 'Yes', section E of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? 0 Yes E3 No (If 'Yes", section F of this part must be completed.) ' IV.A.6. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes O'No (If 'Yes', section G of this part must be completed.) Projects Requiring an Al A (North Ocean Boulevard) Vegetative Disturbance Permit IV.8.1. What significant landscape features are to be disturbed or added and to what extent? IV-13.2- Describe the need and justification for the disturbance /addition. IV-8.3. Will the disturbance /addition destroy or seriously impair desirable visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroy or impair significant views or vistas within the North Ocean Boulevard Overlay District? ❑ Yes ❑ No IV. B.4. 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? Aonfiratlnn tnr Ncwninnm__* n,,.._ ___ Town of gulf Stream Projects Requiring a Special Exception. IV.F.1. Is the proposed use a ermitted special exception use? P P P 13 Yes O/ No How is the use designed, located and proposed to be o era No welfare, and morals will be protected? P ted so that the public health, safety, IV.F.3. Will the use cause substantial Injury to the value of other property In the neighborhood is to be located? ❑ Yes ❑ No g rhood where it IV.F.4. How will the use be compatible with adjoining development and the character of the Di it is to be located? District where IV.F.5. What landscaping and screening are provided? IV.F.6. Are adequate off - street parking and loading space provided? ❑ Yes ❑ No Explain. IV.F.7. How are ingress and egress designed so as to cause minimum Interfere abutting streets? Interference with traffic on IV.F.8. Does the use conform with all applicable regulations governing the District located? ❑ Yes ❑ No wherein it is to be Explain. Application for Development Am3rovai Fnrm AMA C. PPojects Requiring a DemoP•' *)n Permit , IV-C-1- When are the existing structures to be demolished? IV-C.2. When are the proposed structures to be constructed? IV.C.3. What Is the landmark status of the structures to be demolished? -- D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 4 inches in diameter and greater to be removed /relocated. IV.D.2. Describe the need and justification for the removal /relocation. IV.D.3. How is the removal from the project site of vegetation to be mitigated? IV.D.4. How are remaining and relocated vegetative materials to be protected and preserved during the land clearing and construction activities and thereafter? /Non-Residential Projects and Residential Projects of Greater than 2 Units IV.E.1. If common area facilities are to be provided, describe them and how they are to be maintained. IV.E.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding properties. IV.E.3. For each of the following, list the number provided and their dimensions. Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Driveways /Aisles: Application for Development Approval Form ADA.592 Page 5 (CCU \ rojects Requiring a Varla..,;e IV.G.1. From what specific Zoning Code regulation is a variance requested? IV.G.2. What does the Zoning Code require for this specific site? IV.G.3. What is proposed? IV.G.4. What is the total variance requested? IV.G.5. What special conditions and circumstances exist which are peculiar to the land, structure or zoning district? building involved and which are not applicable to other lands, structures, or buildings in the same IV.G.6. Did the special conditions and circumstances result from the actions of the applicant? ❑ Yes ❑No Explain. IV.G.7. Will granting the variance confer upon the applicant any special privilege that Is denied by the Zoning Code to other lands, buildings, or structures in the same zoning district? ❑ Yes ❑ No Explain._ IV.G.B. How would a literal interpretation of the provisions of the Zoning Ordinance deprive the applicant Of rights commonly enjoyed by other properties in the same zoning district under the same terms of the ordinance and work unnecessary and undue hardship on the applicant? IV.G.9. Is the variance requested the minimum variance that will make possible the reasonable use of land, building, or structure? ❑ Yes ❑No W.G.10. Will the variance be in harmony with the general intent and purpose of the Zoning Ordinance and not be injurious to the area Involved or otherwise detrimental to the public welfare? ❑ Yes ❑ No Application for D I eve opment Approval Form ADA.592 Page 7 Town of Guff Stream PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide an additional relevant information regarding the project that was not covered elsewhere on this form or on any Of the other materials submitted with the application. y APPllcatlon for DPvP1nmmnr-,, 6540 M trD r -->LF- V e c tl ro OUP � PE. ap U Q +7.01 (O 21.0' + 18.7' - - 2 O' +7.01 BRICK Lo h O o O U J 2 J 2 v L 0' MIDDLE-ROAD O - - eR�CK DRIvE +74 L O T 1 6 ti oZo e�W WMiti �0 v� 3 +6.8 1 \ +744 BENCH MARK: TOP OF - NAIL &WASHER +5.75 322.51" _ n� O j D 0.9 / FOUND I. R. 1/ l�O� V 20:0' 50.0' U 6.5 50.0' +5.8 0 2 Q 61 Z J o: LIF p °6 kjm � b0i O; w\' STA 7 ooi BRICK U N' ( V 0 I �pz WOOD DOCK I + U iZ to a 0 0 o rn II N II 15' U II + 18.7' + 0.6' V e c tl ro OUP � PE. ap U Q +7.01 (O 21.0' + 18.7' - - 2 O' +7.01 BRICK Lo h O o O U J 2 J 2 v L 0' MIDDLE-ROAD O - - eR�CK DRIvE +74 L O T 1 6 ti oZo e�W WMiti �0 v� 3 +6.8 1 \ +744 BENCH MARK: TOP OF - NAIL &WASHER +5.75 322.51" _ n� O j D 0.9 CONC. - N' TRANSFORMER PC! F WITH ANCHOR OI Q l�O� V 50.0' U O 50.0' +5.8 0 2 Q 61 CONC. 00 L ,.; p °6 kjm ~ N o ooi BRICK Z 1 I m N �pz WOOD DOCK I + U U � o r; 3 + \U m CO VERED CONC. 37.2' FLOOR +8.10 1 & 2 STORY RESIDENCE #540 52.6' CO VERED CONC. V O� o° a `' g0 5' PL A T TED BULKHEAD LINE +4.61 +4.87 4' CONC. BULKHEAD CAP 3' CONC. 150.0 0 , BULKHEAD CAP NOT SET FALLS IN WATER © COPYRIGHT 2001 O'BR/EN, SUITER & 0 B c T u R/EN, INC. J O U l n o I r\ "ll 777777 24.3' +6.8 12.3' + v GARAGE . 20.9" o +7.25 �d e+ Q � 3 O 2 Y U ro r� 00 J.J rn V- N raj BRICK 0 8, 12.3 TT a ti 0 J 2 J W 15.0' 0.5' Ln 4. P 4.2' CONC. + `D +73�_ '6, c, +72 + L O T 1 7 Z3oLai N +6.9:7" w U O h 0 2 Q O CONC. 00 L ,.; I� to FOOTER ~ vl O WOOD DOCK i +4.8 + N U 4' CONC. FALLS IN WATER BULKHEAD CAP C 0 V E BULKHEAD CAP 15.0' 0.5' Ln 4. P 4.2' CONC. + `D +73�_ '6, c, +72 + L O T 1 7 LEGEND: e = CENTERLINE CONC = CONCRETE FLOOD ZONE. • A5 (EL 7) W . = WA TER METER I.R. = 518 " IRON ROD WITH CAP #LB 353 C.A. = CENTRAL ANGLE R. = RADIUS P.E. = CONC. PAD FOR POOL EQUIPMENT m a- = METAL FENCE +6.88 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DA TUM 1929. SOURCE: FLORIDA GEOLOGICAL SURVEY BENCH MARK 78-J5" DESCR/P TION: LOT 15 AND THE WEST 50 FEET OF LOT 17, GULF STREAM COVE, ACCORDING TO THE PLA T THEREOF RECORDED IN PLA T BOOK 24, PAGE 185, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MA P OF BOUNDARY SUR VE Y l HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61617 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. I ;I., lAil PA UJ1 D. ENGL E',- f NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR ANr)`h9APPE_R #57 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Z3oLai 0 oo �Q(o Q CONC. 00 2 FOOTER ~ WOOD DOCK i +4.8 + NOT SET 3' CONC. 4' CONC. FALLS IN WATER BULKHEAD CAP C 0 V E BULKHEAD CAP LEGEND: e = CENTERLINE CONC = CONCRETE FLOOD ZONE. • A5 (EL 7) W . = WA TER METER I.R. = 518 " IRON ROD WITH CAP #LB 353 C.A. = CENTRAL ANGLE R. = RADIUS P.E. = CONC. PAD FOR POOL EQUIPMENT m a- = METAL FENCE +6.88 = ELEVATION BASED ON NATIONAL GEODETIC VERTICAL DA TUM 1929. SOURCE: FLORIDA GEOLOGICAL SURVEY BENCH MARK 78-J5" DESCR/P TION: LOT 15 AND THE WEST 50 FEET OF LOT 17, GULF STREAM COVE, ACCORDING TO THE PLA T THEREOF RECORDED IN PLA T BOOK 24, PAGE 185, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. MA P OF BOUNDARY SUR VE Y l HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61617 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. I ;I., lAil PA UJ1 D. ENGL E',- f NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR ANr)`h9APPE_R #57 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. U APR 2 9EV 9,00F \V/ GE/kfzf4T -Tti—F. TO I&AT44 �611211,1"4 Of Qjff Strearn, FL Building D,@NnmwW " it ==-j L-j I -I 601LIV PA.QEL W I TVA 6E\lf LEO 44-LAA74 T-) a-F -Ar- TO I"-tL9 UVT-W4,TV- vfevAtl�a 7t To 14eV e.4UA"EI( -4104 .-O QU043f? FA1t7LC� ill wi"N r, kFi444 ibLTWte-, a I ol US A--- i C, 'N ----14EV POor \V/ �r=/Af�-JAT TILF. 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'r /' +� - ��..ln • lid _ _ ��� ., ��, ri w: no _ - ti _ r ../.,_."fir - -�` ._ _• ^- .'►+ r/ ... ia�.t , �I ' 3 �� P - _ M . • H y. . 3 r _ ��v O E U U �� Q , 2 . 0 ' w O O � �� 2 J Z J Z U ��- Z �� U O W I - 7 ' L 0 T 1 6 M / D D L E _ R O A D P A V E D 1 3 0 . 0 0 ' v O i I P A V E D P A V E D D R I V E N D R I V E 3 2 2 1 L L J P O L E W I T H O I A N C H O R �� Q 5 0 . 0 ' 5 0 . 0 p N 2 ���� L L i t i C O N C 4 1 F O U N D I R . 1 2 . 3 ' C O N C 2 0 . 8 ' W A L K O O h N 1 5 ' C O V E R E D C O V E R E D U C O N C Q Z 3 7 . 2 ' 1 8 . 7 ' ��v O E U U �� Q , 2 . 0 ' w O O � �� 2 J Z J Z U ��- Z �� U O W I - 7 ' L 0 T 1 6 M / D D L E _ R O A D P A V E D 1 3 0 . 0 0 ' v O i I P A V E D P A V E D D R I V E N D R I V E 3 2 2 1 L L J P O L E W I T H O I A N C H O R �� Q 5 0 . 0 ' 5 0 . 0 p N 2 ���� L L i t i C O N C 4 1 G 0 G �� p 0 W �� 0 J Q W z o O R 5 ' P L A T T E D I B U L K H E A D L I N E N O T S E T - X 1 . 4 ' C O N C C A P T 1 5 0 , 0 0 ' 1 F A L L I N W A T E R O N B U L K H E A D c / , U � C O P Y R I G H T 2 0 0 0 0 B R I E N , S U I T E R & O ' B R I E N , I N C . ` �� O v T n 1 ' 0 . 5 ' L 0 T 1 7 L Q ��3 2 0 0 . j 3 O 0 0 , ���� M E T A L F E N C E W O O D F E N C E 5 0 . 0 ' W O O D D O C K N O T S E T 3 ' C O N C C A P C F A L L S I N W A T E R O N B U L K H E A D O V E A P P R O V E D S E T J A N 2 5 2 0 0 1 T O W N O F G U L F S T R E A M , F L R E C E I V E D D E C 1 5 2 0 0 0 L E G E N D : T o w n o f G u l f S t r e a m , F L B u i l d i n g D e p a r t m e n t = C E N T E R L l N E C O N C = C O N C R E T E F L O O D Z O N E : A 5 ( E L 7 ) W M = W A T E R M E T E R 1 . R . = 5 1 8 " I R O N R O D W I T H C A P # L B 3 5 3 C . A . C E N T R A L A N G L E R . = R A D I U S ` D E S C R I P T I O N . L O T 1 6 A N D T H E W E S T 5 0 F E E T O F L O T 1 7 , G U L F S T R E A M C O V E , A C C O R D I N G T O T H E P L A T T H E R E O F R E C O R D E D I N P L A T B O O K 2 4 , P A G E 1 8 5 , P U B L I C R E C O R D S O F P A L M B E A C H C O U N T Y , F L O R I D A . I I �� o I a B O U N D A R Y S U R V E Y I H E R E B Y C E R T I F Y T H A T T H I S S U R V E Y W A S M A D E U N D E R M Y R E S P O N S I B L E C H A R G E A N D M E E T S T H E M I N I M U M T E C H N I C A L S T A N D A R D S A S S E T F O R T H B Y T H E F L O R I D A B O A R D O F P R O F E S S I O N A L S U R V E Y O R S A N D M A P P E R S I . N C H A P T E R 6 1 0 7 - 6 , F L O R I D A A D M I N I S T R A T I V E C O D E , P U R S U A N T T O S E C T I O N 4 7 2 . 0 2 7 , F L O R I D A S T A T U T E S . t P A U L D . E N G L E ` / N O T V A L I D W I T H O U T T H E S I G N A T U R E A N D S U R V E Y O R A N D M A P P E R # 5 7 0 8 T H E O R I G I N A L R A I S E D S E A L O F A F L O R I D A L I C E N S E D S U R V E Y O R A N D M A P P E R . O ' B R I E N , S U I T E R & O ' B R I E N , I N C . L A N D S U R V E Y O R S C E R T I F I C A T E O F A U T H O R I Z A T I O N # L B 3 5 3 S U R V E Y O R A N D M A P P E R I N R E S P O N S I B L E C H A R G E . - J O H N N . S U I T E R 2 6 0 1 N O R T H F E D E R A L H I G H W A Y , D E L R A Y B E A C H , F L O R I D A 3 3 4 8 3 ( 5 6 1 ) 2 7 6 - 4 5 0 1 7 3 2 - 3 2 7 9 F A X 2 7 6 - 2 3 9 0 D A T E O F S U R V E Y S C A L E . - 1 - 2 O , M A R C H 9 , 2 0 0 0 F I E L D B O O K P A G E N O . O R D E R N O . : D 2 1 8 3 8 9 2 - 3 6 d ' A " 1 2 . 3 ' C O N C 2 0 . 8 ' W A L K Q h N C O V E R E D C O V E R E D C O N C Z 3 7 . 2 ' 1 2 . 7 ' 1 2 . 3 ' ` D N o C O V E R E D 0 . 8 ' 1 S T O R Y ��c ) 1 3 . 2 ' ( , 6 C O N C v R E S I D E N C E o o - N J 5 4 0 C O N C F O R O o C R A W L S P A C I T O O 3 8 . 1 ' h h 2 J t r O C O V E R E D A N D Z - _ j S C R E E N E D Q P O O L D E C K V N G 0 G �� p 0 W �� 0 J Q W z o O R 5 ' P L A T T E D I B U L K H E A D L I N E N O T S E T - X 1 . 4 ' C O N C C A P T 1 5 0 , 0 0 ' 1 F A L L I N W A T E R O N B U L K H E A D c / , U � C O P Y R I G H T 2 0 0 0 0 B R I E N , S U I T E R & O ' B R I E N , I N C . ` �� O v T n 1 ' 0 . 5 ' L 0 T 1 7 L Q ��3 2 0 0 . j 3 O 0 0 , ���� M E T A L F E N C E W O O D F E N C E 5 0 . 0 ' W O O D D O C K N O T S E T 3 ' C O N C C A P C F A L L S I N W A T E R O N B U L K H E A D O V E A P P R O V E D S E T J A N 2 5 2 0 0 1 T O W N O F G U L F S T R E A M , F L R E C E I V E D D E C 1 5 2 0 0 0 L E G E N D : T o w n o f G u l f S t r e a m , F L B u i l d i n g D e p a r t m e n t = C E N T E R L l N E C O N C = C O N C R E T E F L O O D Z O N E : A 5 ( E L 7 ) W M = W A T E R M E T E R 1 . R . = 5 1 8 " I R O N R O D W I T H C A P # L B 3 5 3 C . A . C E N T R A L A N G L E R . = R A D I U S ` D E S C R I P T I O N . L O T 1 6 A N D T H E W E S T 5 0 F E E T O F L O T 1 7 , G U L F S T R E A M C O V E , A C C O R D I N G T O T H E P L A T T H E R E O F R E C O R D E D I N P L A T B O O K 2 4 , P A G E 1 8 5 , P U B L I C R E C O R D S O F P A L M B E A C H C O U N T Y , F L O R I D A . I I �� o I a B O U N D A R Y S U R V E Y I H E R E B Y C E R T I F Y T H A T T H I S S U R V E Y W A S M A D E U N D E R M Y R E S P O N S I B L E C H A R G E A N D M E E T S T H E M I N I M U M T E C H N I C A L S T A N D A R D S A S S E T F O R T H B Y T H E F L O R I D A B O A R D O F P R O F E S S I O N A L S U R V E Y O R S A N D M A P P E R S I . N C H A P T E R 6 1 0 7 - 6 , F L O R I D A A D M I N I S T R A T I V E C O D E , P U R S U A N T T O S E C T I O N 4 7 2 . 0 2 7 , F L O R I D A S T A T U T E S . t P A U L D . E N G L E ` / N O T V A L I D W I T H O U T T H E S I G N A T U R E A N D S U R V E Y O R A N D M A P P E R # 5 7 0 8 T H E O R I G I N A L R A I S E D S E A L O F A F L O R I D A L I C E N S E D S U R V E Y O R A N D M A P P E R . O ' B R I E N , S U I T E R & O ' B R I E N , I N C . L A N D S U R V E Y O R S C E R T I F I C A T E O F A U T H O R I Z A T I O N # L B 3 5 3 S U R V E Y O R A N D M A P P E R I N R E S P O N S I B L E C H A R G E . - J O H N N . S U I T E R 2 6 0 1 N O R T H F E D E R A L H I G H W A Y , D E L R A Y B E A C H , F L O R I D A 3 3 4 8 3 ( 5 6 1 ) 2 7 6 - 4 5 0 1 7 3 2 - 3 2 7 9 F A X 2 7 6 - 2 3 9 0 D A T E O F S U R V E Y S C A L E . - 1 - 2 O , M A R C H 9 , 2 0 0 0 F I E L D B O O K P A G E N O . O R D E R N O . : D 2 1 8 3 8 9 2 - 3 6 d ' A " 12, E A rA f.At /C il\ , 71, 1 D L E R O A D Ldr Icy t NEST 50 PT. OF SOT 17 SITE PLAN LULF 5T0.EA /h COV. 5/O LULF' ?" =A /.t, FLOfLul7 . — - AND ROOF PLAN Z REFET,TO LA"r -,cAPZ. FLAU FaF, HA%''25CAPE: PtA1)'Wi4 APPROVED SET JAN 2 5 2001 TOWN OF GULF STREAM, FL 540 Middle Road, Gulf Stream, Florida TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 23,250 S� M'1 DDS Effective Lot Area 22,500 REC 1720o VET JAN i 1 'rmm Of Gutf S Building eam, jt1 12, E A rA f.At /C il\ , 71, 1 D L E R O A D Ldr Icy t NEST 50 PT. OF SOT 17 SITE PLAN LULF 5T0.EA /h COV. 5/O LULF' ?" =A /.t, FLOfLul7 . — - AND ROOF PLAN Z REFET,TO LA"r -,cAPZ. FLAU FaF, HA%''25CAPE: PtA1)'Wi4 APPROVED SET JAN 2 5 2001 TOWN OF GULF STREAM, FL 540 Middle Road, Gulf Stream, Florida TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 23,250 S� M'1 DDS Effective Lot Area 22,500 FAR Calculations EXISTING DEMO NEW NET 1st Floor L'rvin 3,820 333-(302)* 4,455 Ceilings over 15' double 305 305 2nd Floor Living 1,319 1,319 1 M Floor Covered (porches, _h-g" 2 in ) 585 109 476 2nd Floor Covered Awnings> 3' and screen encl. 50% 312 312 Garage 654 1 128 526 Gross Floor Area 7,081 Out Buildings Toral Floor Area Proposed 7,081 First 2000 X .33 Over 20,000 X.20 Total Allowable FAR Per Manual P7,100 Total Hardsa Area Certified Everett Jenner, AM /v N Required Landscape Area lot size x 40%) 9,300 Actual % Landscaped Open Space Area 57.80% ' Represents proposed additional area (office /den) 1/16101 amIt ^ • � M n - Q 0 CO CO C m a C 1n o C m N b W b 0 d Z n i' W-It d W V Z cc 0 LL i1 0 W 13 Q'3 z O D Lo Z 'o 0 Q a W J Q GM.A.T 14001& TRAY LEiLIdL _j --7-E7,'6L filAFLAZL Dail eD V,iTeHE" - t'lig ciM 20 ,--- L,a 7 LL— FULL Tal WT T i Rv, pt .r Tua t 6AF,44E I1 i1 t--111 I . I evvit 440 Eg•r 540 - .- 9'•1' jDA SELlt-UL - hTuO F- UYr . L AWA -4 1 FIRST FLOOR PLAN v4-11.0. — BE JAN 2 5 2001 TOWN OF GULF STREAM, FL RECEIVED DEC 15 2000 Town of Gulf Stream, FL Building Departmeo icy AC LAIL -2- 24-7- 2c 1 lY. vv4. 24,0 01 Z"7 0.1 REVISIONS — v�'Il.-Me"00 .14,14 00 4fiU'L EJ hF.TJR00Gl •1• LEGEND WK 0 !, DiISIgK MVTUh',OW�Y WAilb DIV - ------- JI LAUfJDXy eF,.1 RIM, 171. eD V,iTeHE" - t'lig ciM 20 ,--- L,a 7 LL— FULL Tal WT T i Rv, pt .r Tua t 6AF,44E I1 i1 t--111 I . I evvit 440 Eg•r 540 - .- 9'•1' jDA SELlt-UL - hTuO F- UYr . L AWA -4 1 FIRST FLOOR PLAN v4-11.0. — BE JAN 2 5 2001 TOWN OF GULF STREAM, FL RECEIVED DEC 15 2000 Town of Gulf Stream, FL Building Departmeo icy AC LAIL -2- 24-7- 2c 1 lY. vv4. 24,0 01 Z"7 0.1 REVISIONS — v�'Il.-Me"00 .14,14 00 4fiU'L EJ hF.TJR00Gl •1• JI LAUfJDXy eD V,iTeHE" - t'lig ciM 20 ,--- L,a 7 LL— FULL Tal WT T i Rv, pt .r Tua t 6AF,44E I1 i1 t--111 I . I evvit 440 Eg•r 540 - .- 9'•1' jDA SELlt-UL - hTuO F- UYr . L AWA -4 1 FIRST FLOOR PLAN v4-11.0. — BE JAN 2 5 2001 TOWN OF GULF STREAM, FL RECEIVED DEC 15 2000 Town of Gulf Stream, FL Building Departmeo icy AC LAIL -2- 24-7- 2c 1 lY. vv4. 24,0 01 Z"7 0.1 REVISIONS — v�'Il.-Me"00 .14,14 00 4fiU'L EJ 2) cn LL > 2 10 LLJ Q N w 0 z w W p _j ir LL 0 0 z LU 0 LU Cl) LL z 0 z 0 w I A "I/ e.911AIM 9EW ;,OCF %I/ LE;AeIAT -rg"- TO AXT-4 Ell, oil ■ ■ ME T-fpT IVALI-Z� - - SOUTH - M5vATiON - - - - ... %, Lft I JAN (-'- 2001 —10tv- e.Af TOWN OF GULF STREAM, FL RECEIVED DEC 15 2000 STUtfo Quolws TOM of Guff IM Stream, FL ilding Departrftrt -11-IT= 04,TYP- W— rt 0. W-7VATI � N % =l o• < .2, co co < .2 LL 0 a of CO 00 l -ate > 2 't 10 uj Z Lu Lu —j fi ix U. 0 z 0 LIJ W P 12 0 LL z n.-f • co z 0 cc w lj U OQ LL-� oQ � UU Q 18.7' 2.0' o Ion J � � v J Z J 2 U VFW O�O UWCA :z Z)Zti p' 3 00 CO MIDDLE ROAD PA VED PAVED DRIVE h 130.00' CONC WALK 1 PA VED N DRIVE O N C 7771-11[1/ / 24.3' ca N COVERED I v CONC ............ rr rrrrrrrrr. 37.2' 1 STORY 4 RESIDENCE O N C #540 0 38.1' L 0 T 1 6 G 0 G o 0 � Q U Q m O U O OO NOT SET -1 L-1.4' CONC CAP FALL IN WATER ON BULKHEAD © COPYRIGHT 2000 O'BRIEN, SUITER & O'BRIEN, INC. COVERED AND SCREENED POOL DECK 5' PL TTED I BULKHEAD LINE 150.00' S 0 u T H _ r 32 _ POLE WITH C) I ANCHOR Q- Q 50.0' 0!9❑ 90 NZR Z�2 �o 20.8' O N �e 12.7' rCO ET?ED 13.2' �o NC 00 J J CONC FOR CRA WL SPA CE 6. N 6' �h WOOD DOCK C 0 V E 0.8' a Q) 2 0 Lri J \� Z J i U 0.5' a O 2 J ti W 0 L6 h L 0 T 17 2 c� �o W 'J�3� 19o. 0 00 0> 'AL FENCE WOOD FENCE 50.0' J NOT SET 3' CONC CAP FALLS IN WATER ON BULKHEAD i EIVED DEC 0 DEC 0 1 20ag LEGEND: TOM of GuN = CEN TERL INE FL CONC = CONCRETE Partmont FLOOD ZONE.- A5 (EL 7) WM = WA TER METER I.R. = 518" IRON ROD WITH CAP f L B 353 C.A. = CENTRAL ANGLE R. = RADIUS DESCRIP TION.- LOT 16 AND THE WEST 50 FEET OF LOT 17, GULF STREAM COVE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 185, PUBLIC RECORDS OF PALM BEACH COUNTY, FL ORIDA. MA P OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 6077 -5, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATI/TES. PAUL D. ENGL E NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR AND I1,4APPER 570, THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION #L B353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: JOHN N. SUITER 2601 NORTH FEDERAL HIGHWAY, OELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY SCALE 1 „ — 2O MARCH 9, 2000 FIELD BOOK PAGE NO. ORDER NO.: D218 38 92 -36d "A " FOUND I.R. 20.0' z o� � U J I� O• O N' w , N o 0 LLJ moo nu 15' U Q Q ti Q U OQ LL-� oQ � UU Q 18.7' 2.0' o Ion J � � v J Z J 2 U VFW O�O UWCA :z Z)Zti p' 3 00 CO MIDDLE ROAD PA VED PAVED DRIVE h 130.00' CONC WALK 1 PA VED N DRIVE O N C 7771-11[1/ / 24.3' ca N COVERED I v CONC ............ rr rrrrrrrrr. 37.2' 1 STORY 4 RESIDENCE O N C #540 0 38.1' L 0 T 1 6 G 0 G o 0 � Q U Q m O U O OO NOT SET -1 L-1.4' CONC CAP FALL IN WATER ON BULKHEAD © COPYRIGHT 2000 O'BRIEN, SUITER & O'BRIEN, INC. COVERED AND SCREENED POOL DECK 5' PL TTED I BULKHEAD LINE 150.00' S 0 u T H _ r 32 _ POLE WITH C) I ANCHOR Q- Q 50.0' 0!9❑ 90 NZR Z�2 �o 20.8' O N �e 12.7' rCO ET?ED 13.2' �o NC 00 J J CONC FOR CRA WL SPA CE 6. N 6' �h WOOD DOCK C 0 V E 0.8' a Q) 2 0 Lri J \� Z J i U 0.5' a O 2 J ti W 0 L6 h L 0 T 17 2 c� �o W 'J�3� 19o. 0 00 0> 'AL FENCE WOOD FENCE 50.0' J NOT SET 3' CONC CAP FALLS IN WATER ON BULKHEAD i EIVED DEC 0 DEC 0 1 20ag LEGEND: TOM of GuN = CEN TERL INE FL CONC = CONCRETE Partmont FLOOD ZONE.- A5 (EL 7) WM = WA TER METER I.R. = 518" IRON ROD WITH CAP f L B 353 C.A. = CENTRAL ANGLE R. = RADIUS DESCRIP TION.- LOT 16 AND THE WEST 50 FEET OF LOT 17, GULF STREAM COVE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 24, PAGE 185, PUBLIC RECORDS OF PALM BEACH COUNTY, FL ORIDA. MA P OF BOUNDARY SURVEY I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 6077 -5, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATI/TES. PAUL D. ENGL E NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR AND I1,4APPER 570, THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION #L B353 SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: JOHN N. SUITER 2601 NORTH FEDERAL HIGHWAY, OELRAY BEACH, FLORIDA 33483 (561) 276 -4501 732 -3279 FAX 276 -2390 DATE OF SURVEY SCALE 1 „ — 2O MARCH 9, 2000 FIELD BOOK PAGE NO. ORDER NO.: D218 38 92 -36d "A " May -24 -2001 07 :25as 01- 2164372 ORB 12582 Pg a7 Prepared by and Return to: DOROTHY H. WILKEN, CLERK PB COUNTY, FL Town of Gulf Stream 1 IIII U IN 11111110 N 1111,11111111111 N 111111111111 100 Sea Road Gulf Stream, FL 33483 TOWN OF GULF STREAM Maintenance and Removal AGREEMENT The undersigned own the following described property in the Town of Gulf Stream, Pahn Beach County, FL: Street Address: 540 t.A1 ppLc �Oarv� � Gum S'iR�-�kt•.l Property Control No: Legal Description: 7 GULF STREAM COVE SUl The undersigned have requested permission to install a decorative paver or concrete driveway apron within the road right -of -way and/or utility easement adjacent to the above - described property. In consideration of allowing the construction of the decorative driveway apron within the right -of -way, the undersigned agree as follows: 1. At their expense, they agree to maintain the driveway and keep it in good and safe condition; and 2. At their expense, they agree to remove or repair the driveway, at such time as this area may need to be disturbed for public utility purposes or any other municipal purposes in the sole discretion of the Town. 3. To hold 'harmless and indemnify the Town of Gulf Stream from any and all liability arising out of the installation of the driveway over the existing light -of- way adjacent to the above described property. The Agreement shall be recorded and the covenants shall ran with the land and subsequent purchasers of the above - described property shall be bound by the terms and agreements herein. IN WITNESS WHEREOF, the undersigned have caused this Agreement to be signed and have hereto set their hands and seals, this 17 day of, IL , 2001 . Signature of Owner(s) -A TV Acknowledged in the Presence of: 1) 1) 2 STATE OF FLORIDA: COUNTY OF PALM BEACH: I HEREBY CERTIFY that on this day personally appe ed before me, an officer duly authorized to administer oaths and take acknowledgments, 'OA'(A � r1, wZ U p LA-Ult. ,4 �" � �I to me well known to be the person (s) described in and who execut the foregoing instrument and acknowledged before me that they executed the same for the purposes therein expressed. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official s --1 State r sa' 's ; 1 a© day of, 20 O I NOT P APR 2 2 6� �1 My Commission expires: RHONDA M. HUYSER, Notary Public My Commission Expires November 4, 2005 Thum of Gul,f Stream, FL Building Depa; inlor t OWN OF GULF STREAM, FLORI . Driveway Permit (Required along Public Roadways only) 1. Application Date: 1 \� ! e f'��e° j r -D -> 0_ , Q� 2. Owner Name: 3. Address: 'S-4-ii 1 "I / P p i' -0. 4. Proposed Driveway Apron Surfacing Material (paver brick, asphalt, concrete): Q'-:�,''� Note: If brick paver or concrete, a Removal Agreement will be required. 5. Width of Driveway(s): c-- 6. Curb Return Radius:. cb feet 7. Setback from side property line:_ 8. Check One: ❑ Single Driveway 9. Approximate Date of Installation:�'�- Circular Drive ❑ Double Frontage Drive 10. How will proper drainage for the driveway be provided? (Note, please do not drain driveway directly into the public road.) Check all that apply: ❑ swale in driveway apron "ive will be pitched towards both sides to drain onto front lawn ❑ culvert under driveway ❑ other, please specify: 11. Will the driveway apron completely align with the public road travel lane at same grade? ff 'es ❑No If no, please explain: 12. Please attach a drawing showing the location and configuration of the driveway. 13. The undersigned does hereby assure that the driveway will be installed as described herein and will 11iTie own of G if Stream for an inspection when completed. w� ®- -- Si a W �� `gn _t�ure of Contractor ' For Town Use: Town Action: Date: Initials: Date Inspected: Yvonne /ConstItems /DrivewayPermit 10/23/00 TOWN OF GULF STREAM, FLORIDA Driveway Permit (Required along Public Roadways only) 1. Application Date: _Rf f'tL , 2.D01 2. Owner Name: fl E`fD -r 4-1-C 3. Address: 54.01 M 1 bo t.£ ' OA 7 V y - 4.: Proposed Driveway Apron Surfacing Material (paver brick, asphalt, concrete): Note: If brick paver or concrete, a Removal Agreement will be required. 5. Width of Driveway(s): 2 01 'R 0A i�o T4 Gt A g,m,6i E 2t C l K CU L-A iZ PDATi p � 6. Curb Return Radius: -5 1 feet 7. Setback from side property line: 2 -5 y4EST 8. Check One: ❑ Single Driveway /Circular Drive ❑ Double Frontage Drive 9. Approximate Date of Installation: 9-5I O 10. How will proper drainage for the driveway be provided? (Note, please do not drain driveway directly into the public road.) Check all that apply: ❑ swale in driveway apron drive will be pitched towards both sides to drain onto front lawn ❑ culvert under driveway ❑ other, please specify: `r{k\S 1S 101E L g�NL..`i - 1- A.N(AF- .� �•SpH,a,LT To 'P�v�s 11. Will the driveway apron completely align with the public road travel lane at same grade? Vyes ❑No If no, please explain: 12. Please attach a drawing showing the location and configuration of the driveway. 13. The undersigned does hereby assure that the driveway will be installed as described herein and will call the Town of Gulf Stream for an inspection when completed. Signature of Contractor FDate: se: n: Date Inspected: Ini tials: Yvonne /ConstItems/DrivewayPermit PR 2 2 21,501 10/23/00 i"o'4'iT of Guii iream, FL Building Qepartnient Apir -17 -01 02:11P Precise Paving Inc_ 561 8345 -1787 - - - - 9d1 Zvtr 477 p.2 TOWN OF GULF STREAM, M, rLORIDA lit Driveway permit (Required along Public Roadways 0111y) 1. Application Date t,. PP. 20m Z. Owner Nome: 3 Adtfresa: Jig ► ®t�a,.� T-_�'1- �-�t�s!r..._� 4. Proposed Driveway Apron Surfacing Matenal (paver brick, asphalt, coaacte): -e- &-*I dS gds K Noiar fj •brick paver w cewcrere, a ltaaabvat Ag►eetwrsr'viU ba ragadred 5. Width of Drivrway(s): Z d' A6AO Tb 6- A-tei4crg w 12 t �t�u.c.a � p�RTetsd._1 b. Curb Return Ratirus- feet a 7. Setback Prom aide property lint: �-� aai� was 4" '4r- 10 t pYC¢ r--,trv- S Check Onr: n Single Driveway td^C ircular Drive U Double Frontagr. Drive 9. Appmxiruatc Datc of installation: z P.02 10. Flow will proper drainage for the driveway be piovido;19 (Note, please do not drain driveway directly into the public road.) ('beck all that apply- 1 i awale in driveway apron n drive will be pitches) tuvfardi both aides to drain onto front )Awn n culvert under driveway other, please spedfy. _off t 5 Kt�Ye+o a)�G GHtAtWL -e 01s19 H&t-T 7"O i~R • Ibf e I 1 Will the driveway apron completely align with the public roast travel lane at same grade ?(440No If no, please explain: — 12. Please attach a drawling showing the location avid cooRgitration of the driveway. 0. The undersigned does bereby aasure tbat the driveway will be installed as deecrrbed herein and will call the "town of f Stream for an inspection when eoropleted. re o[Coa ractur r. Town I lac Tovrn Action: Datc: -- initials: rirn em�BnxU ltrzvJY3riresrey 9cr�c IMZ}N10 Date Inaipected . r�� r x A FL f::ttl}�illS� (./�v�fQfltii$itl anEverett H. Jenner, AIA, Architect, Inc. Architecture Planning Interior Design December 20, 2000 Mr. Leigh Gove GCG Construction Management Inc. 25 SE 5"' Aveneu Delray Beach, FL 33483 Re: 540 Middle Road Gulfstream, Florida Dear Mr. Gove: Licenses: FL AA- CO01794 FL AR- 0007573 NY 007159 NCARB Certificate 3963 RECEIVED DEC 2 1 2008 TwOm of Gutt Stream, FL Building DepwUrj t Per your request, I have calculated the percentage of glass to wall area on the South (Rear) Elevation of the residence. The glass area is approximately 24% of the total wall area.. Sincerely, Everett H. Jenner 2647 N.W. 41 st Street Boca Raton, Florida 33434 (561) 241 -3482 540 Middle Road, Gulf Stream, Florida TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 23,250 : 4c) t Effective Lot Area 22,500 FAR Calculations EXISTING DEMO NEW NET 1st Floor Living 3,820 333+(302)- 4,455 Ceilings over 15' double 305 305 2nd Floor Living 1,319 1,319 1st Floor Covered (porches, overhangs> 2 1/2) 585 109 476 2nd Floor Covered Awnings> 3' and screen encl. 50% 312 312 Garage 654 128 526 Gross Floor Area 7,081 Out Buildings Toral Floor Area Proposed 7,081 First 20,000 X .33 6,600 Over 20,000 X .20 500 Total Allowable FAR Per Manual 7,100 Total Hardsac e Area 8,269 Certified Everett Jenner, AIA Required Landscape Area lot size x 40% 9,300 Actual % Landscaped lo pen space Area N r 57.80% i /rye /o * Represents proposed additional area (office /den) 1/16/01 FAXCover Sheet To: Mason Heydt/ Leigh Gove Phone: Fax Phone: 278 -4772 Date: 01 -26 -01 Number of pages including cover sheet: 1 Kristin Garrison From: Town of Gulf Stream 100 Sea Road Gulf Stream, FL 33483 Phone: 561- 276 -5116 Fax Phone: 561- 737 -0188 REMARKS: ❑ Time Sensitive ❑ FYI ❑ For Your Review ❑ As Requested The columns at 3425 Polo Drive have been suggested as an example for 540 Middle Road. Please take a look. Originals to Follow by Mail Fax Phone: Yes Construction Traffic Management Plan Pursuant to Town Commission Policy, proposed plans for the orderly management of construction related traffic and parking shall be submitted concurrent with an application for Architectural /Site Plan Review or building permit. The plan must address the following: 1. Construction Address: SA' Q' \ 2. Construction time frame: From . -406t' To 4�'� 3. Where will delivery vehicles, contractors, subcontractors and other workers park? All parkin, must not block the free flow of traffic on local roads. Check all that apply: On job site (may not block road) ❑ Behind Town Hall -- workers will be shuttled to job site ❑ Another site, please specify: ' attach) ( owners a pproval required, • Right -of -way, directly in front of property (not across the street) • Other, please specify: 4. What route will construction vehicles take to the job site? Avoid all tight turns and narrow roads. List route: 5. How will large deliveries (e.g., roof trusses, roof tile, paver brick, landscape trees, etc), be coordinated to minimize damage and disruption to local roads? ❑ Large deliveries will be broken into smaller loads before being transported into Town Only small vehicles will be used whenever possible. Use of larger trucks will be ,limited to times when no other options exist Flagmen will be used during any and all periods that traffic flow is impeded ❑ Site is large enough to contain vehicles on site while unloading ❑ Deliveries and various trades will be staggered in schedule to keep vehicle congestion at a minimum The Police Department (278 -8611) will be contacted prior to large deliveries occurring, in order to coordinate traffic management ❑ Other, please specify: 6. How ill damage to Town right -of -way and roads be prevented and addressed? Any dust, debris on roadway originating from job site each work day as required by Town regulations well be cleared at the end of Any damage to sod and landscaping will be immediately replaced Qor White or green PVC pipes will be installed to preven amage along the following properties (list addresses): (Installation must comply with Town policy, 2" in diameter, spaced 9' apart, placed 2' from road edge with caps on top of pipe.) The Traffic Management Plan shall be signed by the submitting Architect or General Contractor and will be made a condition of approval for the site plan review and building permit. Sign @ -O. Print: Name Title: Constr.Items /Const.Mgmt.Quest. Updated 6/2/99 TOWN OF GULF STREAM, FLORIDA Construction - Damage Prevention Policy The following policy Is established to assist In protecting residential la damage caused by construction vehicles. wns from • As an exception to the Town's Right -of -Way Policy, Town residents who own property In the vicinity of an active construction site will be permitted to Install white (or painted dark green) capped PVC pipes, 36" above rade along the front of their property, 2' from road's edge. These pipes should be approximately 9' apart. The maximum pipe size shall be 2" In diame The pipes shall be removed Immediately following the issuance of ter. Certificate of occupancy for the construction site. • As part of the site plan review process the project architect shall sub "construction traffic management plan„ to be followed by the co mgt a This would be required as part of the application submittal and will tractor. made a condition of approval. The plan shall Include designated a ki locations for construction vehicles and shall Include consideration ng protective stakes along adjacent properties, to be installed by of contractors prior to initiation of work. Other measures to red e on local roads and residents property shall be included. uce impact Adopted by unanimous vote on February 5, 1999 msimemoidamageprevent COMMISSIONERS WILLIAM F. KOCH, JR., Mayor JOAN K ORTHWEIN, Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS II WILLIAM A. LYNCH TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA O: 611, AFFIDAVIT RECEIVED DEC 0 1 2000 Telephone (561) 276 -5116 Fax (561) 737 -0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR To" of Gutf Stream, FL STATE OF FLORIDA ) -Building Departmo0 COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) BEFORE ME THIS DAY PERSONALLY APPEARED (Ow- ner) 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: PERSON(S) NAME: \_V7 � COMPANY OR FIRM NAME: 6 c AGENT'S ADDRESS: —� AGENT'S PHONE: FURTHER AFFIANT SAYETH NOT. (OWNER SIG] SWORN TO AND SUBSCRIBED BEFORE ME MY COMMISSION EXPIRES: 100 SEA ROAD, GULF STREAM, FLORIDA 33483 THELMA LISTER Notary Public, State of Florida • Exp, y 27, 2002 No. CC 724552 100 SEA ROAD, GULF STREAM, FLORIDA 33483 ..�. I %'.' M1,4 I U: OLD REPUBLIC NATI MLE Ap, ?5 -2000 03:24pa 00- 1551987 600 W. HILLSBORO BLVD. # 2B 11 -7x40 Pg 1 ;24BO �. Con 1,500 000.00 Doc 10,500.00 DEERFIELD BEACH, FL DOROTHY H. VLKEN, CLERK PH COUNTY, FL Isw DED 111111111111111111 1111111111111111111111111111111111111 Made this day of 2000 by ARTHUR H. RYANT, II, a arried man � Whose Address is: � ,42xg —li 2:�, � -z r` e? hereinafter called the grantor, to RECEIVED HEYDT FIVE ENTERPRISES, LLC, A Florida limited liability company DEC 2 12000 Whose post office address is: hereinaft called the grantee : Tom of Guff Stream, FL (Wherever used herein the terms "grantor" and dui{dirq Departmat "grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations) WITNESSETH: That the grantor, for and in consideration of the sum of $10.00 and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee, all that certain land situate in Palm Beach County, State of Florida, viz: Lot 16 and the West 50 feet of Lot 17, PLAT OF GULF STREAM COVE, according to the plat thereof, as recorded in Plat Book 24, Page 185, of the Public Records of Palm Beach County, Florida. SAID PROPERTY IS NOT ��T-H--E HOMESTEAD OF TH GRANTOR. GRANTOR RESIDES AT: K!/f.U� l�� ��C�' /'s�✓fG� - D- TAX FOLIO NUMBER: 20- 43- 46- 03 -04- 000 -0160 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 2000, and covenants, conditions, restrictions and easements recorded in the public records. IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first above written. ed in our State of Florida County of Palm Beach presence: ARTHUR H. B YANT, II TH F.OREGOING instrument was acknowledged before me this Y-k d y of- 2000 by ARTHUR H. BRYANT, II who has produced e as identification and who did not take an oath. � ,SY % LYNNE WELLMAN Not ic 'fir COMMISSION # CC771305 My Commission Expires: EXPIRES ,AgUUG�27,, 2002 PREPARED BY: Lynne Wellman of OLD��r *L�,IC NAT ONALOTILE COMPANY 600 W. Hillsboro Boulevard, Suite 220 Deerfield Beach, FL 33441. ORT No. P 00030545 D Apr 26 01 10:49a G C G Construction 561 278 4772 W, CIRDAral Construction moment, Inc. TELEPHONE: (561) 272 2849 FACSIMILE: (561) 278 4772 Facsimile Transmittal To: Town of Gulf Stream Town Manager Fax: 5617370188 From: Jennifer Armstrong Date: April 26, 2001 ,Re- 540 Middle Rd Pages: 1 ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Thank you for meeting with me yesterday morning. The value of the additions for the above project is $156,320. This figure is ascertained 954,square feet (reference by taking the total square footage of the "new",additio -� 4- i Data Table on the front page of the architectural drawings) x $80.00 per square foot I am working on the revised elevation of the front of the house with the columns shown in their correct scale and I will get these to you today. Jennifer: p.1 GCG Construction Management, Inc. 23 S.E. 51" AvENUE, DELRAY BEACH, FLORIDA 33483 TELEPHONE: (561) 272 2849 FACSIMILE: (561) 278 4772 Memorandum To: Town of Gulf Stream Town Manager From: Jennifer Armstrong Fax: 561737 0188 Date: April 26, 2001 Re: 540 Middle Rd Pages: CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Attention: Bill Thrasher Good morning Bill, I am attaching the revised front elevation for House 540 Middle Road, showing the exterior columns in their corrected proportions - that is with a 10" base diameter and a 81/2" top diameter. As you will see this is in balance with the features of the house and is visibly more proportioned to the house at 3425 Polo Drive. These sizes will allow us to cover the metal supporting columns currently there, while keeping with the classic ............................ styling used in the Bermuda -style homes. I am enclosing also the original elevation showing the over- scaled columns which proved to be objectionable. For your additional information I am also enclosing some photocopies of the manufacturers literature on the columns we intend to purchase. If I can be of any further assistance please do not hesitate to call me. Thank you, Jennifer. I A . W � \ � � .} A E / � U .% S ƒ U ) u H \ 0 .2 24: \ � ) y F- > 0 2 f U � § ° 3 £ 2 § a _ £ k 2 ° _ o •� \ \ o ) % E / o / § _ % in .G E q § g @ > E 2 / c § § U) = 0 ƒ e co § § E / E a (n c ® m = n D 2 / � / E L § � f ._ f ƒ / = f @ ) % f C 5 � \ � � .} A E / � U .% S ƒ U ) u H \ 0 .2 24: \ � ) y F- 14 Column Splitting Plan Types �L �J Using a precision splitting template machine, columns can be divided in halves to be used as pilasters or to be reassembled around existing structural members. Columns designed for reassembly come with realignment splines and install- ation instructions. Turncraft Columns are available in the following plan types. Please specify when you order. ,YA C ° s D s E G O P-6 t LI, Calculated Safe -Load Capacities Shaft Dia. Pine Cedar 6" 2,567 5,146 8" 4.114 7,646 10" 5,497 10,474 12" 6,620 12,535 14" 11,017 15,282 16" 12,307 17,343 18" 14,487 19,404 20" 16,688 22,151 Shaft Dia, Pine Cedar 22" 18,426 24,212 24" 20,018 26,272 26" 22,252 36,870 28" 24,001 39,519 30" 25,746 42,169 32" 42,080 55,317 34" 44,567 57,476 36" 47.054 61.794 The sample columns tested supported loads at least four times the calculated value above prior to failure.The load was applied concentrically through the axis of the column. Loads shown are valid only if there is uniform contact between the full area of column ends and the Cap & Base unics. Loads are provided for your convenience only and are not exact values. Consult a structural engineer for the most - accurate load estimates. Stave Thicknesses Shaft Diameter Unfluted Fluted 6" 1 -1/2" 1 -1/2" 8" 1 -1/2" 1 -1/2" 10" 1 -1/2" 2" 12" 1 -1/2" 2" 14" 2" 2" 16" 2" 2" is" 2" 2" 20" 2" 2" 22" 2" 3" 24" 2" 3" 26" 2" 3" 28" 2" 3" 30" 2" 3" 32" 3" 3 -1/2" 34" 3" 3 -1/2" 36" 3" 3 -1/2" Superimposition The view of Renaissance authority Scamozzi was that the lower diameter of a top column should equal the upper diameter of the column underneath. The superior order should always be placed over the inferior, that is Corinthian over Ionic, Doric,Tuscan. The more slender and elegant orders should be placed over the stockier and more solidly built if a top -heavy design is not desired. An ancient example of this descending order is the Colosseum in Rome, which has at least four stories of superimposed orders. Architectural Specifications 1.0 GENERAL 1.1 PRODUCT DESCRIPTION A. Column shaft shall be standard tongue -n- groove construction by Turncraft according to Design No. (400) (600) (800) (900) (1000) B. Column will have the correct proportions based on orders of classical architecture. C. Lumber species shall be _ . (Clear) (Western Red Cedar) (Redwood) (Red Oak) (Poplar) (Hard Maple) (Western Pine) (Cherry) (Mahogany) (Black Walnut) (Other — Specify) 1.2 SUBMITTALS A. Submit Turncraft literature and shop drawings for customer approval. B. Submit samples of . (Cap) (Base) (Column Shaft) 1.3 DELIVERY, STORAGE, AND INSTALLATION A. Storage and installation of shafts and Caps & Bases shall be according to manufacturer - supplied instructions. B. Columns must be stored in a dry, well - ventilated area that is not exposed to heat or sunlight. 1.4 WARRANTY A. Manufacturer shall furnish a 10 -year limited warranty that its clear, Western Red Cedar columns with fiberglass Caps & Bases will be free of manufacturing defects, joint separation, and rotting. B. Manufacturer shall furnish a one -year limited warranty on all other wood species against manufacturing defects. 2.0 PRODUCTS 2.1 ACCEPTABLE MANUFACTURER: A. Turncraft, P.O. Box 2429, White City, OR 91503 (541) 826 -2911, (800) 423 -3311 2.2 MATERIALS A. All glue joints are pressure -glued using Trpe -I waterproof glue and torque bands no more than 18' apart, with 90 to 100 pounds - per - square -inch pressure for a minimum of 24 hours. B. Redwood /Cedar columns shall be factory primed with two coats of acrylic primer and hand sanded between coats. Redwood /Cedar columns for exterior use are to be coated internally with asphalt paint. Exterior Western Pine columns shall be treated with Woodtreat MB wood preservative. C. Capitals shall be flashed with sheet lead or equivalent. D. Ornamental Capitals shall be manufactured of composition plaster and fiberglass fibers. Capitals shall be sealed with f an acrylic vinyl waterproofer. E. Plinths shall be made of (Aluminum) L (High - Density Fiberglass) for exterior use or _ _ (Wood) for interior. F. Square columns shall match specifications of round columns as stated in these architectural specifications. G. Column shafts shall be made of ___ -inch nominal thickness finger - jointed stock. 3.0 EXECUTION 3.1 INSTALLATION A. Follow manufacturer's detailed installation guidelines. Project Planning Turncraft has become the country's leading supplier of wood columns for residential and commercial applications, shipping columns to job sites daily from its East and West Coast warehouses. Architectural Columns can usually be shipped in four to six weeks from receipt of design specifications. Quantity Desired: Column Style: (Greek Doric) (Tuscan) (Roman Doric) (Ionic) (Corinthian) Plan Type: (A) (B) (C) (D) (E) (f) (G) (H) (X) (L) (0) Shaft Type: (Round) (Square) Profile: (Tapered) (Non- tapered) Bottom Shaft Diameter or Width: Overall Length: __ Fluting: (Doric) (Ionic) (None) Wood Species: (Western Pine) (Redwood) (Poplar) (Red Oak) (Hard Maple) ((herry) (Black Walnut) (Western Red Cedar) (Mahogany) (Other) Stave Construction: (Finger - jointed Staves) (Solid Staves) Usage: (Interior Paint - grade) (Interior Stain - grade) (Exterior Paint- grade) Project: __ (New Construction) (Restoration Replacement) Splitting: (For Pilaster) (For Reassembly) Bases: (Attic) (Roman Doric) (Tuscan) (Other) (apitals /Ornamentals: (Roman Corinthian) (Empire) (Greek Angular Ionic) (Temple of Winds) (Greek Erectheum) (Roman Ionic) (Roman Doric Ornamental) (Scamozzi) (apitals /Architectural: _ —_ (Greek Doric) (Roman Dor (Tuscan) (Other) Cap & Base Materials: (Polyurethane) (Fiberglass) (Aluminum - Plinth Only) (Wood) (Other) Other Services: (Priming) (Asphalt Priming of Shaft Interior) (Lead flashing) Additional Desired Items /Services: (Project Shop Drawings) (Samples —Caps, Bases, Shafts) ((AD Drawings) (Other) Everett H. Jenner, AIA, Architect, Inc. Architecture Planning Interior Design August 10, 2001 Re: 540 Middle Road Gulfstream, Florida To Whom it May Concern: I have visited the job site during construction of the subject residence and have found that, to the best of my knowledge, the structure was built as designed by this office, including the ceiling heights, eave heights, and roof heights as shown on the drawings. Sincerely, Everett H. Jenner Licenses: FL AA- CO01794 FL AR- 0007573 NY 007159 NCARB Certificate 3963 2647 N.W. 41 st Street Boca Raton, Florida 33434 (561) 241 -3482 Everett H. Jenner, AIA, Architect, Inc. Architecture Planning Interior Design August 10, 2001 Re: 540 Middle Road Gulfstream, Florida To Whom it May Concern: I have visited the job site during construction of the subject residence and have found that, to the best of my knowledge, the structure was built as designed by this office, including the ceiling heights, eave heights, and roof heights as shown on the drawings. Sincerely, 4"711-lja� Everett H. Jenner Licenses: FL AA- CO01794 FL AR- 0007573 NY 007159 NCARB Certificate 3963 2647 N.W. 41 st Street Boca Raton, Florida 33434 (561) 241 -3482 Everett H. Jenner, AIA, Architect, Inc. Licenses: FL AA- CO01794 No Architecture Planning Interior Design FL AR- 0007573 NY 007159 NCARB Certificate 3963 August 10, 2001 Re: 540 Middle Road Gulfstream, Florida To Whom it May Concern: I have visited the job site during construction of the subject residence and have found that, to the best of my knowledge, the structure was built as designed by this office, including the ceiling heights, eave heights, and roof heights as shown on the drawings. Sincerely, 4jvr//-Z� Everett H. Jenner 2647 N.W. 41 st Street Boca Raton, Florida 33434 (561) 241 -3482 A. GRANT THORNBROUGH AND ASSOCIATES August 10, 2001 Mr. William Thrasher City Manager Town of Gulfstream Re: Landscape Plan Lot 40 Middle Road Dear Mr. Thrasher, We have inspected the landscape installation at Lot 40 and have verified that the landscape material has been installed in accordance with the original approved landscape plan. Please see the attached drawings, which substantiate the landscaping program. The first plan is the approved plan and the second plan provides additional detail for the bidding and installation. Please do not hesitate to contact me if you have any questions. Sincerely, acvqL_�_�� A. Grant Thornbrough, ASLA A.Grant Thornbrough and Associates cc: Leigh Gove attachment C: \WINDOWS\Personal \Work docs \twn of glfsrtmlettendoc Landscape Architecture and Land Planning 132 North Swinton Avenue Delray Beach, FL 33444 (561) 276 -5050 •Fax: 276 -8777 e-mail: ogtland@gate.net FL RLA512 A. GRANT THORNBROUGH AND ASSOCIATES August 10, 2001 Mr. William Thrasher City Manager Town of Gulfstream Re: Landscape Plan Lot 40 Middle Road Dear Mr. Thrasher, We have inspected the landscape installation at Lot 40 and have verified that the landscape material has been installed in accordance with the original approved landscape plan. Please see the attached drawings, which substantiate the landscaping program. The first plan is the approved plan and the second plan provides additional detail for the bidding and installation. Please do not hesitate to contact me if you have any questions. Sincerely, A. Grant Thornbrough, ASLA A.Grant Thornbrough and Associates cc: Leigh Gove attachment C: \WINDOWS\Personal \Work docs\twn of glfsrtniletter.doc Landscape Architecture and Land Planning 132 North Swinton Avenue Delray Beach, FL 33444 (561) 276 -5050 • Fax: 276 -8777 e-mail: agtland@gate.net FL RLA512 =r%rnAl \\A\IA/IC\M\IT A^C\II-V rrUCr%1ALCrrrtrtUC11U1 mw1UAucmc11r Aucrvt.r NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on oases 1- 7. O.M.B. No. 3067 -0077 Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION Form ri`Co r,pa .i:l►se BUILDING OWNER'S NAME Policy Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. tompatz3rl�FALCtJumber 540 MIDDLE ROAD CITY STATE ZIP CODE GULFSTREAM FL 33483 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 16 AND W. 50' OF LOT 17, GULF STREAM COVE (PLAT BOOK 24, PAGE 185) BUILDING USE (e.g., Residential, Non{esiderntal, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE ( OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): ( - #9 -##•ff or `- ) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. WiP COMMUNr Y NOME & COMML.NFTY NL.MEM ---7— 132. CCI.NTY NAME 83 STATE 125108 PALM BEACH FL B4 MAP At,D PN\EL B5. SUFFIX t3 B7 FIRM PPlE 7 3 ft(m) Bit. BASE FLOOD ELEVATICN() NUMEE-Z 85 FIRM INDEX DATE EFFECT N - FEVISED DATE E8. FLOOD ZOI\E () (Zone A0, use depth of hooding) 0001 D 900,82 9ME2 A6 7 D w. inaucue ura source of vie rjase mooa trevmon (u-t) data or base nood depth entered in B9. ❑ FIS Profile ® FIRM ❑ CormxrtityDetermned ❑ Other(Desaibey 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (peso ibe): 1312 Is the building loud in a Coastal BanierResouees System (CBRS) area or Otherwise Protected Area (OPAr LjYes N No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based orfi: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *Anew Elevation Certificate will be required when construction of the building is complete. C2 Building Diagram Number 1(Select the building diagram most sinilarto the building forwfich this certEcate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph) C3. Elevations — Zones Ai -A30, AE, AK A (wM BFE� VE, V1 -V30, V (with BFEj AR, ARIA AR/AE, AR/AI A30, MAH, ARIAO Complete Items C3: aA below according to the building diagram specified in Rem C2 State the datum used If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measuernents and datum conversion calculation. Use the space provided or the Comments area of Section D orSecflon G. as appropdate, to document the datun conversion. Datim CorniersioNCorrmerntJ Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No ❑ a) Top of boltorn floor (imiuding basement or enclosure) 8. 1 ft(m) m ❑ b) Top ofnodhigherfloor IVA. _ft(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft(m) t3 ❑ d) Attached garage (top of slab) 7 3 ft(m) E ❑ e) Lowest elevation of machinery andlor equipment w 13 servicing the building (Describe in a Conrrrerfits area) 6.9 ft(m) a E- m ❑ t) Lowest adjacent (finished) grade (LAG) 6.8 tt(m) Z ❑ g) Highest adjacent (iirished) grade (NAG) Z. 2A(m) � ❑ h) No. of permanent openings (flood vents) within 1 ft above adjacent grade WA J ❑ ) Total area of all pemranen t openings (flood vents) in C3.h 4A sq in. (sq cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certttication Is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I cff* that die information in Sedons A, S, and C on this cent ffcate represents my best efforts to interpret M a data available. I understand drat any false statement may be punishable by fine or imprisonment under 18 U. S. Code Section 1001 CERTIIIERS RAM PAL. D. ENGL E LICENSE NLI BER 5708 TITLE SURVEYOR & MAPPER COMP NY NAME 013RER SUTTER & 013RER INC. ADDRESS CITY STATE ZIP CODE 2601 N FEDERf VAY /? DELRAY BEACH FL 33483 7/27101 (561) 2764501 IMPORTANT: In these spaces, copy the corresponding information from Section A BUILDING STREET ADDRESS (Iruludng Apt., Lind, Sude, andlorBldg. No.) OR P O. ROUTE AID BOX NO. 540 MIDDLE ROAD ...... . ...... ....... ._. CITY STATE ZIP CODE ompeny;NAIGt itmtier 5:::::::.; ; GLUSTR6AM FL 33433 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Cedcate for (1) cmrxr* offida( (2) insurance agenticompany, and (3) building caner. COMMENTS ❑ Ch--&; here fi ±acTmerb SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE) complete Iterns E1 through EA If the Elevation Certificate is intended for use as supporting irforrnWon fora LOMA or LOMR-F, Section C must be completed E1. Buldfing Diagram Nurrtber_(Select the building diagram most sirnilarto the Widitg forwhich this cedcate is being completed -seepages 6 and 7. ff no diagram accu abefy represents the building, provide a sketch or photograph) E2 The top of the boftom floor (including basement or enclosure) of the building is _ fL(m) _ii.(cxn) ❑ above or ❑ below (check one) the highest adjacent grade. (l.1se natural grade, f available). E3. For Building Diagrams 6-8 with openings (seepage 4 the ne)d higher floor or elevated floor (elevation b) of the building is _ ft(m) _iri(cm) above the highest adacent grade. C mete items C3.h and C3.i dun front offonn E4. For Zone AO only. If no flood depth nu nberis available, is the top of the bottom floor elevated in accordance with the cormxtnity's f oodplain management ordnance? [:]Yes ❑ No ❑ Llnknown. The local official must cerfify this itfonrratlon in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized represertative who completes Sections A. R C (Items C3.h and C3.i ortty), and E forZone A (without a FEMA-issued or commnity- issued BFI orZone AO must sign here. The statements in SectionsA, R C, and E are correctto the best of mty knowledge. �•� rt, rr- • t - ••n - - Im: ADDRESS CITY STATE ZP CODE SKMTLRE DATE TELEPHONE COMMENTS ❑ Check here i aiiacnmeris SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to adnninisterthe comrrx>roty's ffoodplain management ordinance can complete Sections A, B, C (orE), and G of this Elevation Certficate. Complete the ;pocable itern(s) and sign below. G1. ❑ The infomration in Sacbon Cwas taken from other doc rnertat on that has been signed and embossed by a licensed surveyor, engineer, orarchitectwho is atthonzed by state orlocai law to ce,* elevation itforr Aon. (Indicate the source and date of the elevation data in the Cormtents area below.) G2 ❑ A rorrrnatdy cf eel corpleted Section E for a building located in Zone A (without a FEMA- issued orcorrrtxni 4ssued 9:E) or Zane A0. G3. ❑ The following ktfom,--bon (ftems G4-Gg) is provided for c rrrxr* floodJph in management ptrposes. G7. This pemti has been issued for. ❑ New Construction ❑ Substantial tnprovemert G8. Elevation of as -built lowest floor (including basemert) of the building is — —ft(M) Datrm Gg. BFE or (n Zone AO) depth of flooding at the building site is: — _ ft(m) Dat m LOCAL OFFICIALS NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMNENTS Chock ham if atl:achmartc Property Address:_'�� Rs 11zy )o 1 Owner: lk� " A5 Town of Gulf Stream Certificate of Occupancy Check List The following will be required or inspected prior to release of a Certificate of Occupancy: btc4 /V A d(- -� �� d� Count Ins ection - Final Inspection pass ed b Palm Beach Count Date Received Drainage - A copy of the as -built drainage plan and Engineer's letter is required for Town records; storm drains are inspected for construction debris. A drainage inspection will be conducted 44- Architectural - Inspection for compliance with previous architectural approvals color, style, hei ht, etc.. 7 17-4c', Compliance with conditions of approval - Some approvals require that covenants be filed, that landscape buffering be provided, architectural changes be made, etc. Landscap ing - Compliance with approved plans; all chain link fences must be completely screened with plant materials; buffering installed if required; no significant materials in right-of-way; safe-sight corners; etc. tub d Confirmation that all permitting requirements have been met - for example: 7 / DOT driveway permits on A1A, field permit from DEP for landscaping or fencing seaward of CCCL. Confirmation that waters stem capital connection charges have been pai d. %, Inspection for dama e to roa s and Town storm drains stem. Elevation - Copy of elevation certificate. ©E� a f. ►.k c Setbacks - Copy ol tie -in /form board survey, unless setbacks are shown on as- builts. �l 7 t Height - Certification by the project architect, engineer or surveyor that the eave height and roof height are constructed as shown on approved architectural plans. Io'0 ) Please call the Town Hall (561) 276 -5116 to schedule a final inspection. ms/ winword/ letters/ c/ oLis t/ 8/15 / 00 7 RESOLUTION 98 -12 A RESOLUTION OF THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, FLORIDA, WHICH SUPERSEDES RESOLUTION 97 -7, ESTABLISHING FEES FOR THE ' PROCESSING OF APPLICATIONS FOR DEVELOPMENT APPROVAL; PROVIDING FOR THE RECOVERY OF DIRECT COSTS ASSOCIATED WITH THE PROCESSING OF SAID APPLICATIONS, PROVIDING FOR A WAIVER OF SUCH FEES AND EXPENSES; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. WHEREAS, the Town of Gulf Stream Zoning Code requires applications be submitted for various land development proposals and provides for the processing, review and final disposition of such applications; and WHEREAS, the Town staff is required to expend in time performing certain duties in processing applications for development approval; and WHEREAS, the Town may incur additional direct materials and professional review expense in processing applications for development approval; and WHEREAS, the Town Commission believes those submitting applications for development approval should share in the costs of processing such applications; and WHEREAS, the Town periodically revises its fee schedules to more accurately reflect the cost of processing applications. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COMMISSION OF THE TOWN OF GULF STREAM, FLORIDA THAT: Section I. Application Fees: The following fees are hereby established for applications for development approval as necessary to partially off -set the costs of Town staff time and related overhead expenses: application - omprehensive Plan Text Amendment Future Land Use Map Amendment Zoning Code Text Amendment Jfficial Zoning Map Amendment (Rezoning) Development Agreement annexation /Contraction (Voluntary) Variance Subdivision Lot Line Amendment- Between 2 Existing Lots Special exception q,ppeal architectural /Site Plan Review, Level 3 architectural /Site Plan Review, Level 2 ",rchitectural /Site Plan Review. Level 1 yailing Costs for Notification (Per Mailing) Land Clearing Plan Review Borth Ocean Boulevard Landscape Disturbance Permit Sign Review )evelopments of Regional Impact or otherwise subject to review under the provisions of the Intergovernmental Coordination Element of the Comprehensive Plan Fee $500.00 $600.00 $300.00 $500.00 $300.00 $300.00 $350.00 $400.00 $250.00 00.0 $200.00 400. $200.00 $ 0.00 $ 15.00 $ 25.00 Plus $100.00 for each lot $100.00 (All recoverable direct expenses plus staff time to be charged at rates set by the Town Commission at the time the applica- tion is submitted.) Section 2. Recoverable Direct Ex enses: In addition to the application fees provided for in section 1, applicants shall reimburse the TO n for all direct expenses associated with processing the application. These ex enses shall include, but are not limited to: advertising, copying /duplicating, recording fees, mileage, signs /postings and similar materials costs. In addition, applicants shall reimburse the Town for an and all professional review fees incurred including, y attorneys, engineers architects landscape architects, not limited to: environmentalists, surveyors, utility contractors, building contractors, and other professionals who may be called upon by the Town to review and comment on an application. Use and selection of outside professionals to review applications shall be at the sole discretion of the Town. Within sixty (60) days of final action on an application, the Town shall submit an itemized bill to the applicant which shall include all recoverable direct expenses incurred in processing the application which bill shall be due in full within thirty however, that the Town shall not process (orr)grant othercdevelopmentdepermit or approvals involving the subject property until the bill is paid in fulls Section 3. Waiver of Fees and Expenses: The Town Commission may waive all or part of the required fees and expenses upon a finding that such a waiver is in the public interest of the residents of Gulf Stream or that the fees and expenses pose an undue hardship on the applicant. Motions to approve such waivers shall require three (3) affirmative votes for passage. The Town Manager may adjust fees upon demonstration that charging the full amount would exceed Town costs in processing the application. Section 4. Refund Requests: If an application is withdrawn before staff review has been conducted, the applicant may request in writing a refund of 50% of fees paid. Applications withdrawn after notices have been mailed are not entitled to a refund. Section 5. Effective Date: This resolution shall become effective immediately upon passage. PASSED AND ADOPTED this 11 of December 1998. TOWN OF GULF STREAM, FLORIDA �%& MAYOR L � MMISSIONER COMMISSIONER (SEAL) COMMISSIONER ATTEST: TOWN OF GULF STRcAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH. JR., Mayor JOAN K ORTHWEIN. Vice Mayor FRED B. DEVITT III ROBERT W. HOPKINS If WILLIAM A. LYNCH STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) BEFORE ME THIS DAY PERSONALLY _G AFFIDAVIT RECEIVED DEC 0 1 20og Tat" of Guff Stream. FL Building Departrrtm APPEARED Telephone (561) 276 -5116 Fax (561) 737.0188 Town Manager KRISTIN KERN GARRISON Town Clerk RITA L TAYLOR , WHO BEING DULY SWORN,'DEPOSES AND SAY: THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING ADDRESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY WITHIN a•rC�- 300�FEET OF 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. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS C, FURTHER AFFIANT SAYETH NOT. SIGNATURE) SWORN TO AND SUBSCRIBED BEFORE ME THIS _-,50 DAY OF U ✓ vh-�- C (NOTARY PUBLIC) ogl"F THELMA LISTER Notary Public, State of Florida ! My Comm. Exp. May 27, 2002 MY COMMISSION EXPIRES: No. CC 72455 inn .FA RnAn (',III F STRFAM. FLORIDA 33483 r Tm of auty STP- t "w" 100 SEA ROAD $ULF STRE40%FLORIDA 33483 100 SEA ROAD GULF STREAM, FLORIDA 33483 TOM OF GULF STREAM 100 SEA ROAD am. Amiiw GULF STREAK, FLORID am 20- 43- 46- 03 -04- 000 -0241 KOCH W F JR & MARY L 545 GOLFVIEW DR DELRAY BEACH FL 33483 7305 20- 43- 46- 03 -04- 000 -0130 POLLARD CARL F % HERMITAGE FARM PO BOX 40 GOSHEN KY 40026 0040 20- 43- 46- 03 -04- 000 -0171 LUKE JOAN S 530 MIDDLE RD DELRAY BEACH FL 33483 7320 20- 43- 46- 03 -04- 000 -0251 CHARDACK MARK H & 359 WEST RD NEW CANAAN CT 06840 3020 TOWN OF GULF STP loo SEA ROAD GULF STREAM, FLORIDA 33483 TOWN OF GULF STRE"0P 100 SEA ROAD GULF STREAM, FLORIDA 33453 TOWN OF GULF STREAM 10p SEA ROAD GULF STREAM, FLORIDA 33483 20- 43- 46- 03 -04- 000 -0270 CAVALLARO ROBERT ET AL 2 ROLLING HILL RD OLD WESTBURY NY 11568 1014 20- 43- 46- 03 -04- 000 -0120 KOCH WILLIAM F III & 543 MIDDLE RD DELRAY BEACH FL 33483 7319 20- 43- 46- 03 -04- 000 -0141 DELRAY OCEAN EST NORTH INC 526 N OCEAN BLVD DELRAY BEACH FL 33483 7132 PALM BEACH COUNTY REQUEST FOR DATA RUN PROPERTY INFORMATION REQUEST RECEIVED DEC 0 7 2000 0 Town of uti Stream, FL � NAME OF COMPANY AND /OR INDIVIDUAL : a K� � C� � Dep�artrrront ADDRESS: TELEPHONE NUMBER: DESCRIPTION OF RUN OR AREA REQUESTED: jc --�� � v� 0_4 — oOL i 6 CHECK ONE: LABELS _PRINT -OUT & LABELS PRINT -OUT —o //0 -1b HOMEOWNERS ASSN INDIVIDUAL OWNERS NAMES OF EACH CONDO UNIT TAX ROLL RECEIPT I, THE UNDERSIGNED, WISH TO ORDER THE ABOVE DESCRIBED DATA RUN. I UNDERSTAND THAT I WILL BE RESPONSIBLE FOR ANY CHARGES INCURRED. PLEASE CONTACT, CLARICE P. PETERKIN PHONE #355 -2358 OR FAX 355 -4416 7C / #355 -2352 GLORIA DEAN (SIGNATURE) V Please return to South County (DATE) SUBJECT PROPERTY 120 43 11 46 03 04 000 0110 on CTY RNG TWP SEC SUB BLK LOT 20 43 46 03 04 000 0100 0110 0120 0130 0141 0160 0171 0280 0290 25' PG: 1 OF 1 Name:Candice Hem ICTY RNG TWP SEC SUB BLK I LOT 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, January 25, 2001 at 8:30 A.M., 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 Leigh Gove of GCG Construction Management, as agent for Heydt Five Enterprises, LLC, owner of the property located at 540 Middle Road, Gulf Stream, Florida, which is legally described as Lot 16 and the West 50 Ft. of Lot 17, Gulf Stream Cove Subdivision, for a LEVEL 2 ARCHITECTURAL /SITE PLAN REVIEW to permit the following: 1. The addition of two (2) first floor rooms, consisting of 623 square feet, supplementing the addition of a second story that was approved on April 27, 2000. 2. Changes in the windows that were approved on April 27,2000. The Architectural Review and Planning Board shall make a final decision regarding the subject application at the meeting noticed above. The meeting may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non - holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board of the Town of Gulf Stream at the time and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD WITH RESPECT TO ANY MATTER CONSIDERED AT THIS PUBLIC HEARING, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. TOWN OF GULF STREAM, FLORIDA Dated: December 18, 2000 Rita L. Taylor, Vwn Clerk