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APP 004~05 (Large Plan In File)
TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED B. DEVITT 111 ROBERT W. HOPKINS 11 WILLIAM A. LYNCH June 1, 2004 Emerald Row LLC 11555 Heron Bay Blvd., S200 Coral Springs, FL 33076 Re: 955 Emerald Row, Gulf Stream, FL 33483 Dear Sir or Madam: 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 regular meeting held by the Town Commission on June 11, 2004, your Special Exception request to permit construction of un- enclosed covered porches that exceed the maximum FAR by 211 sq. ft. and a Level 3 Architectural /Site Plan Review application to permit construction of a two -story Bermuda style single- family dwelling consisting of 7,155 sq. ft. at 955 Emerald Row was considered. Your requests for a Special Exception and a Level 3 Architectural /Site Plan Review were approved, based on a finding that the criteria has been met with the following conditions: 1) Prior to the issuance of a Certificate of Occupancy, the owner shall record a deed restriction requiring that 633 sq. ft. of open covered unenclosed porches shall forever remain unenclosed as long as the structure exists. 2) The chain link fence shall be screened on the outside. 3) Gulf Stream Removal Agreement and Driveway permit shall be executed prior to issuance of a permit. 4) PBC Health Department approval of the septic system shall be submitted prior to issuance of a building permit. If a building permit, including the aforementioned improvements, is not applied for by June 11, 2005, these approvals will expire. Sincerely, jonne E. Eckert, Deputy Town Clerk Date aoes� Post -it® Fax Note 7671 -v P 9 To From cc: Shane Ames, Architect Co. /Dept. Co. Phone # Phone # , L Jf Fax # 1:7 Al- q q Fax IF V 100 SETA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 004 -05 Owner: Emerald Row, LLC Address: 955 Emerald Row Agent: Shane Ames, Ames Design Inc. Proposed Improvement: Construction of a two -story Bermuda style single family dwelling consisting of 7,155 SF Approvals Requested: Special Exception: To permit construction of unenclosed covered porches that exceed the maximum FAR by 211 SF. Level III Architectural/Site Plan: To permit construction of a two -story Bermuda style single - family dwelling consisting of 7,155 SF. Gross Lot size: 21,719 SF Effective Lot Area: 21,719 SF Proposed Total Floor Area: 7,155 SF Allowable: 6,944 SF Zoning District: RS -P PAS Height: 29'10" (roof height <_30' Preferred) Issues Considered During Review: Section 66 -1 Definitions Lot depth shall mean the distance measured in the mean direction of the side lines of the lot from the midpoint of the front lot line to the midpoint of the opposite main rear line of the lot. Lot width shall mean the mean horizontal distance betzi7een the side property lines of the lot measured at right angles to the depth. Section 70 -4 How to use this manual (c) Design standards... (3) Discouraged .... items are thought to not comply zoith the following goals zoith respect to desired zoning district character and quality: 1. Consistency with neighborhood character. Note: The plan has three (3) gables and two chimneys on the front elevation. This is inconsistent with the neighborhood character. One gable and two chimneys would be consistent with the neighborhood character. Section 70 -51 Minor Accessory Structures The following structures shall be considered as minor accessory structures... (4) Mechanical equipment... The plan shows three (3) AC units on the west side of the proposed garage which appeared to be in Minor Accessory Structure setback and shall be relocated if necessary to met the Code requirement. Section 70 -72 Special exception floor area ratio (FAR) (b) Roof projections. Up to 300 square feet of roof projections (covered, unenclosed floor areas) may exceed the maximum permissible FAR subject to the follozing: Refer to manual. Page CD70:26,27. Section 70 -74 Setbacks Section 70 -100 Roof and eave heights Discouraged. Eave Heights Architectural Review and Planning Board ARPB File #004 -05 ARPB April 22; TC June 11, 2004 Page 2 All Other Districts - Between 21 feet and 23 feet for two story portions. Note: The plan has an eave height of 23 feet on the two -story portion and is discouraged. Section 70 -105 Garages and accessory buildings (3) Prohibited. Three -stall or larger garages on any lot not adequately screened or buffered from roadzoa ys. Application drawings show a 3 -stall garage and the landscaping appears to adequately screen or buffer from the road. 70 -187 Table of district standards 7.) Walls and Fences: Along side and rear property lines and locations not visible from the street (outside of front setback area) Prohibited walls and fences over 4 feet located betzaeen minor accessory setback line (20 feet) and waters connected to the Intracoastal Waterway or the 1978 CCCL. 70 -237 DIVISION 3. GULF STREAM - BERMUDA STYLE Discouraged. Angular Walls Note: The plan has two (2) angular walls on the front elevation. Note: This application has three (3) discouraged elements. Recommendation: Motion to recommend approval of Special Exception to exceed Floor Area Ratio by 211 SF with the following condition: 1. Prior to the issuance of a Certificate of Completion the owner shall record a deed restriction requiring that 633 S.F. of open covered unenclosed porches shall forever remain unenclosed as long as the structure exists. Motion to recommend approval Level III Architectural/ Site Plan based on a finding that the proposed construction of a two -story Bermuda style single family dwelling consisting of 7,155 SF meets the minimum intent of the Design Manual and applicable review standards with the following conditions: 1. The chain link fence shall be screened on the outside. 2. Gulf Stream Removal Agreement and Driveway permit to be signed prior to issuance of permit. 3. PBC Health Department approval of the septic system shall be required prior to issuance of a building permit. ARPB Date: April 22 Action: Deferred until the May 27th meeting Special Exception: Approved with 1 condition (5 -0) Level III Architectural/ Site Plan: Approved with 3 conditions (5 -0) TC Date: June 11, 2004 Action: Special Exception: Approved with 1 condition (5 -0) Level III Architectural/ Site Plan: Approved with 3 conditions (5 -0) Town of Gulf Stream TOWN OF GULF STREAM NAR i ; zeotf trn•rr (If ('11 !f (_ �trc:tr;r t -r 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 form properly, please review the ac Commission. To complete the companying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. ARPB File It O 0 q - j To be completed by all applicants. PART II. GENERAL INFORMATION A. Project Information I.A.1. Project/Owner Name : —._t4 _0 1201 LLB I.A.2. Project Address: �T 6e PI-A--r- 4' JJ 50 L_ E I L , GH 5RA LQ R� I I.A.3. Project Property Legal Description: IrOT (yo Pl.A I�rrp pop -T C44 OF I�TIP I PI'�I 21 ) I.A.4. Project Description (describe in detail, including # of stories, etc.) -:5 TyL. G- / 511- G 15 rA I L'( P-t5� 5 I b e44 I.A.5. Square Footage of New Structure or Addition: JrrJdl1 5 p .4 /L TOTAL- Architectural bap St le: bE� i�-o0� 1(5 Sr Y l- 1.A.6. Check all that apply: Architectural /Site Plan Review O Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section F) 1.A.7. (a) Proposed F.F.E.: S.) f�Gt�l? Type of Foundation: PI B. Owner Information I.B.1. Owner Address: I.B.2. Owner Phone Number: r� ,� GoOC� Fax: I.B.3. Owner Signature, C. Agent Information �J I.C.1. Agent Name and Firm Name: f%j I.C.2. Agent Address: I.C.3. Agent Phone Number: (o) [& _� e� f cell��(sl,'jc�Z_fn�A Fax Col- fo�4(J 1.C.4. Agent Signature: Official Use Only Pre -App Date: > -J-o �+ ARPB Date: q.2)'--6 `/ App Date: 3 -1 y =e y Recommendation: ri rc( Com Date: TC Dale: 6 -/ >ro Y � �e Cb �d `� Decision: _ � Application for Development Approval Form ADA.2000 revised 6/13/00 Page 2 Town of Gulf Stream E. Projects Requiring a Spacial Exception. IV.E,1. Is the proposed use a permitted special exception use? >ryes ❑ No Code Section: J IV-E-2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? 51�c. c� --�Z. a1,t,v1�1,4B1.� Sao �� of 1. J;z1`�GLo', �.TiaN • Y�C °>?�1�bp ►� �� or e.oJ6rt_�e x IV.E.3. Will the use cause subst tial injury to the value of other property in the neighborhood where it is to be located? Q Yes o Explain. fV.E.4. How will the use be compatible with adjoining development and the character of the District where it is to be located? U5E 5TH IjgT {r� AL L- oiJAP,.F, aS& It4 Rc- sin5th -r► � b►s-r' �S c f�Q rv-c:�tj -T nr-{n --- ME-5. What landscaping and screening are pfovide -:!S � IV.E.6. Does the u e conform with all applicable regulations gov©ming the District wherein it is to be located? Yes ❑ No Explain. F. Non-Residential Projects and Residential Projects of Greater than 2 Units W.F.I. If common area facilities: are to be provFded, describe them and how they are to be maintained. IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding properties. IV.F.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 AD A.32000 Page 5 MAR 1 7 2004 TG VVtq (:) 1= (; OLF SI REf'�r�1, t =! Town of Gulf Stream H. Projects Requiring Rezoning IV-H.1. What is the Future Land Use designation of the project site? HZA IV-H.2. If the project involves a rezoning, Zoning Code text change, Future L Comprehensive Plan text change, or any combination thereof, justification for the request, and Use Map change, please describe the need and PART V. OPTIONAL INFORMATION This entire part is optional for all applicants. Applicants are encouraged, but not required to additional re levant information regarding the project that was not covered elsewhere on this form or o the other materials submitted with the application. provide any n any of C—: Application for Development Approval Form ADA.2000 revised 6/8/00 Page 7 Town of Gulf Stream *RECEIVE®• G. Projects Requiring a Variance (code Section 66 -150 through 157) ' R 15 � 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. The following 8 mandatory variance findings from Section 66 -154, must be addressed: (Attach additional sheet if necessary.) (1) What specific conditions and circumstances exist which are peculiar to the land, structure, or building involved and which are not applicable to other lands, structures, or buildings in the same zoning district? (2) Did the special conditions and circumstances result from the actions of the applicant? Yes No (3) 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: (4) 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? (5) Is the Variance requested the minimum variance that makes possible the reasonable use of the land, building or structure? Yes No Explain: (6) Will granting the variance permit any prohibited use to be established or re- established: Yes No (7) Is the requested variance consistent with the goals, policies, and objectives of the future Land Use Map of the adopted Comprehensive Plan? Yes No (8) 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 Explain: Application for Development Approval, Form ADA.32000 Page 6 February 2002 03/17/200,1 14:46 2 746445 AMES DESIGt4 rauE u21 Town of Gulf Stream P Projects Requiring a Special Exception. IV.E.1. Is the proposed use a permitted special exception use? ,ryes 11 No Code Section: ].0— —7'� -J IV-E.2. How is the use designed, located and proposed to be operated so that the public health, safety, welfare, and morals will be protected? Z. aLl.tal�lh$i:G Sao 41= c' �11i�orznZG Tia N • 7t4 G r�+> VI (2b4. 15 8 4I *5 (� >�biEft C-LV IV.E.3. Will the use cause subsitpirItIal injury to the value of other property in the neighborhoo d where it is to be located? D Yes o Explain. N.E.A. How will the use be compatible with adjoining development and the character of the District where it is to be located? d 5 it 5 •T U-,- P-e HA,;1`4 5 01-TO 0 AL L•at. AP L F, a S& It4 IV-1=.5. What landscaping and screening are pfovidee? IV.E.6. Does the ul e conform with all applicable regulations governing the District wherein it is to be located? Yes ❑ No Explain. F. Non-Residential Projects and Residential Projects of Greater than 2 Units IV.F.1. If common area facilities', are to be providied, describe them and_ how they are to be maintained. IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding properties. IV.F.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 Appfoval Form ADA.32000 oR.ECEIVED.- MAR I "I ,opli Town of Gulf Stream, FL MAR 17 2004 TOWN OF GULF STREAM, FL Page 5 E• Projects Requiring a Special Exception. IV.E.1. Is the proposed use a permitted special exception use? ❑ Yes ❑ IV.E.2. How is the use designed, located and NO Code Section: welfare, and morals will be protected? proposed to be operated so that the public health, safety, IV.E.3. Will the use cause substantial injury to the value of other property i be located? -]Yes ❑ No P y n the neighborhood where it is to Explain. IV.E.4 How will the use be compatible with adjoining development and th is to be located? e character of the District where it IV-E.5. What landscaping and screening are provided? W.E.B. Does the use conform with all applicable regulations governing the District located? 11 Yes ❑ No ict wherein it is to be Explain. F. Non - Residential Projects and Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained. IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts mpacts on surrou nding IV.F.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.32000 Page 5 t Town of Gulf Stream 1J • B. Projects Requiring North Ocean Boulevard Overlay Permit MAR 15 2004 I own of Gulf Stream, FL IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? �4wj pILO!ff!!:e:'T I�I"fo H60 L0A�I9SC.W'C4 /hem- WLA�-s IV.B2. Describe the need and justification for the disturbance /addition: �/A IV.B.3. Will the disturbance /addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No P Explain:,% IV.B.4. How is the design consistent with the AM Landscape Enhancement Project? IV.B.5. What mitigation is proposed so that the disturbance /addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: ! i� C. Projects Requiring a Demolition 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 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: 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 the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page 4 February 2002 Town of Gulf Stream TOWN OF GULF STREAM +RECEIVEDs MAR 15 2004 Town of Gulf Stream, FL 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 #_00 To be completed by all applicants. PART II. GENERAL INFORMATION A. Project Information [.A. 1. Project/Owner Name:_aH ERLA.(.,Q 1201• LLB I.A.2. Project Address: (_ pT (f,Ol/ (� �,6�i GH 5FL (,p R-ql � I.A.3. Project Property Legal Description: (,07 (Pp 171 -AC,5 '4'U SOLG IL PLC 27, 1?401 1,4rr I.A.4. Project Description (describe in detail, including # of stories, etc.) '`► T�fJ G / 5 I t-IG, i� I��t�1 I Imo'( I� 51 b FI-� cr I.A.5. Square Footage of New Structure or Addition: rJ r,' C7(/ ' j , p I A/L p Architectural Style: ��ra a�.�� �E�" � 11 ''I- - 1.A.6. Check all that apply: Architectural /Site Plan Review ❑ Land Clearing ❑ North Ocean Boulevard Overlay (complete section B) ❑ Demolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) ❑ Special Exception (complete section F) 1.A.7. (a) Proposed F.F.E.: �" $.1 I `� T 1'tG1�� Type of Foundation: 'Pl La B. Owner Information I.B.1. Owner Address: Eh�IE J 1), I ,w.,/ I.B.2. Owner Phone Number: 5 *5 1V O 007 Fax: 0 501 I.B.3. Owner Signature; C. Agent Information I.C.1. Agent Name and Firm Name: 'e AA 1 At4I AH6-5 I.C.2. Agent Address: 0205 01916 I.C.3. Agent Phone Number: =Official ,'A Fax 4q 1.C.4. Agent Signature: Pre -App Date: J -o ►� nly - z)--f 5 — 2- 1. -o4 Recommendation: App Date: ARPB Date: - as 3 -try' =a �� f ComDate: ��2firc /A pai^ vp A )ua � Decision: a�_,y.,y TC Date: J1 Application for Development Approval Form ADA.2000 revised 6/13/00 Page 2 i r ` J Y1 / FRI IN pz IF Ile' r - 16. ' -� - r r I ■ � i un 4 .. �� ; >� , � ' ri -: Ij!�f �.r:Jj)iiIIIPJ! L�, Imo.' -i, l .1, .._, ! p r •' , Is ■ ; � . _ - - { d _ � � ,• ' I� 1iA� �p1 r a I _I -,.v � � 1. I � ' t� , \ `�� a�� � ��j�M ����� ref � ��I ' I ,y '�� � I�l, rr���� -.„!�/ �j • �p , tro�.I.. JAI )L�r (�rA I a �r' i'" � � i �,1, , � •I I �" � 111))) I I � ' � �'� � .��.n,.�ai►� - . � I F' � I � . .r• r� I , k,I III'!4v I! I" , � Y {.. �� �i. ��' Itist Y �i 7-7-1w; ! Awl _ � •. ! ... •- a ' "" �' �' � � `. .'r I WN ,a A. tir C� U Y Z�7 L =. 1 C H 11r1 Al NJ MAP OF SURVEY G�P R- 50.00' - POINT OF D =goo DD,QO„ BEGINNING A= 78.54' N.E. Corner Lot 61 AL r1 Fnd Naisil k and D LB •6439 Fnd Nail and Disk �O �`'r-1• LB •6439 �1 I r•, 99� I s�O Z I "'o 7c 7 3 II N T � LOT s� 61!- Set 5/8" r.8 IRC g� O r. J a W U c u c v � N a � o � K) Ln Z PROPERTY t -4.82) LOT 60 VACANT c -7.9) N MAP: - Fnd Nail and Disk LB •6439 !-J� 0 �0, Conc. Sea woll ml (-4.67) R- 50.00' D- 53.28'05" 46.67' � LOT 59 Water Meter Q� 1' l• Fnd IP, I ^ P in Canc. /"clI �' 1 CATV Box—/ I / Ak ase� I I BellSouth Box n Fnd 5/8" I Conc. IRC •353 I Light Pole i Conc. Utility Boxes ( Asphalt � of Pavement i of i� t R =50.00' 66q I D =490 23'55,,,, P.C.P. A-43.11' EMERALD ROW S , ti0 � • NDDENDUM: (Public Roadway) t. 8. 7. =- 6. 5. HAGER, PALBICKE & ASSOCIATES, INC. PLACE AU SCILEIL PROFESSIONAL LAND SURVEYORS SCALE: 1 "• 25' BOUNDARY SURVEY 5850 N.W.BOCA RATON BLVD. SUITE 3, BOCA RATON, FLORIDA 33431 PHONE' 1561) 395 -3600 (561) 395 -2- " DATE: I0 -14 -03 " ET 2 OF 2 SIIFF'' HAGER, PALBICKE & ASSOCIATES, PROFESSIONAL LAND SURVEYORS Certificate of Authorization L.B. No. 6772 PLAT -I'ING - CONDONIINIUMS - LAND DEVELOPMENT - CONSTRUCTION LAYOUT - 3850 N.W. Boca Raton Blvd. Suite 3, Boca Raton, Florida 33431 Phone: (561) 395 -3600 MAP OF SURVEY INC. BOUNDARY - TOPOGRAPHIC Fax: (561) 395 -2237 Legal Description: Lot 60, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. TOGETHER WITH: A portion of Lot 61, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. More particularly described as follows- BEGIN at the Northeast corner of said Lot 61; thence S.53 044'25 "W., along the East line of said Lot 61, a distance of 78.63 feet; thence N.13 °08'2011E., a distance of 58.33 feet to the North line of said Lot 61; thence S.76051'40 "E., along the North line, a distance of 50.00 to the POINT OF BEGINNING. (Bearings are based upon an assumed meridian along the centerline of Avenue Au Soleil, as shown on the Plat of "PLACE ALI SOLEIL", as recorded in Plat Book 27, Page 69 of the Public Records of County, Florida, having a bearing of N.00 000'00 "E.). Site Data: 1.) Flood Information: part without written authorization. Community No: 125109 Firm Zone: A5 Sanitary Manhole Panel No.: 0001 Base Flood Elevation: +7.0 Qo Suffix: D Lowest Floor Elevation: 6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted). Date of FIRM: September 30, 1982 Highest Adjacent Grade: Abbreviations' DIA.. = DIAMETER LE. 2.) Benchmark: Palm Beach County Benchmark: Disk in concrete at the intersection of US -1 and Gulfstream Blvd. in the NW = POINT OF COMMENCEMENT quadrant. = LAKE MAINTENANCE EASEMENT 3.) Address: Emerald Row, Delray Beach, Florida EASE. = EA5EMEN L.P. A/C = AIR CONCITIONER E O.W. = EDGE OF WATER (M) 4.) Area of this Site is: 21719 Square Feet. = RADIUS This survey is certified to the following: (R) 1. Emerald Row, LLC, A Florida Limited Liability company 6. NOT TO SCALE 2. Hazben, Inc., an Illinois corporation, its successors and/or assigns 7. F.F. = FINISHED FLOOR N &D CAN. = CABLE TV 3. Jeffry A. Levine, P.A. 8. = SECTION 4. Attorneys' Title Insurance Fund, Inc. 9. S.S. 5. Reliance Title Company 10. = OFFICIAL RECORDS BOOK Notes: Legend: 1.) Elevations when shown refer to the National Geodetic Vertical Datum (N.G.V.D.). of 1929. BBL or g Base Line 2.) This firm has made no attempt to locate footings and /or foundations or other underground improvements (unless ciL or rr Centerline TEL. otherwise noted). OE catch Basin 3.) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as 1g As -Built Elevation I.P. =IRON PIPE PROP. CONC. = CONCRETE I P.C. = IRON PIPE & CAP PAVE. easements, rights -of -ways, reservations, etc., such information should be obtained and verified by others through M _ Proposed Elevation = TYPICAL = UTILITY EASEMENT appropriate title verification. Edge of Water 4.) This drawing is the property of (lager, Palbicke & Associates, Inc. and was prepared for and certified to the party Flow Direction Fife Hydrant = PERMANENT REFERENCE MONUMENT and /or parties indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in = WATER METER part without written authorization. Q Sanitary Manhole 5.) All Iron Pipes /or /Rods and Nails & Discs, set by this Firm, set with Cap /or /Disc with L.B. No. 6772. Qo Storm Drainage 6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted). Manhole Abbreviations' DIA.. = DIAMETER LE. = LANDSCAPE EASEMENT PO.C. = POINT OF COMMENCEMENT DRAIN. = DRAINAGE L.M E. A= =ARC LENGTH "r = LAKE MAINTENANCE EASEMENT P.0 T. - POINT OF TERMINATION EASE. = EA5EMEN L.P. A/C = AIR CONCITIONER E O.W. = EDGE OF WATER (M) = LIGHT POLE MEASURED R= = RADIUS B.C.R. = BROWARD COLIN TY RECORDS EL. = ELEVATION M = MANHOLE (R) = RECORD = RIGHT OF BLDG. = BUILDING ELEC. = ELECTRIC N.T.S. T. (C) -CALCULATED NOT TO SCALE S D. 5.0. =STORM DRAINAGE DRAINAGE F.F. = FINISHED FLOOR N &D CAN. = CABLE TV = NAIL & DISK SEC. = SECTION F.H. = FIRE HYDRANT N &T C.B. = CATCH BASIN = NAIL & TAB S.S. = SANITARY SEWER FPL = FLORIDA POWER 8 LIGHT O.R.B. C.B.S. = CONCRETE BLOCK 6 STUCCO = OFFICIAL RECORDS BOOK STA. = STATION GAR. -GARAGE P 0. CH. = CHORD = PLA I" BOUK SVO = SERVICE FIT =FOUND Pe C.R. C.L.F. = CHAIN LINK FENCE = PALM BEACH COUNTY RECORDS TEL. - TELEPHONE (BELLSOUTH, INV = INVERT PG. COL. = COLUMN =PAGE T O.B. = TOP OF BANK I.P. =IRON PIPE PROP. CONC. = CONCRETE I P.C. = IRON PIPE & CAP PAVE. =PROPOSED =PAVEMENT TYP. U.E. = TYPICAL = UTILITY EASEMENT D= = DELTA (CENTRAL) ANGLE I.R. = IRON ROD P.C.P. = PERMANENT CONTROL POINT UTIL. = UTILITY (D) = DEED I.R.C. = IRON ROD & CAP RR M. D.E. = DRAINAGE EASEMENT = PERMANENT REFERENCE MONUMENT W.M. = WATER METER LAT =LATERAL P O B. = POINT OF BEGINNING W v. - WATER VALVE Surveyor's Certification: I hereby certify that the attached 'Map of Survey' complies with the 'Minimum Technical Standards' for surveys as contained in Chapter 61G17 -6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Not Valid Unless Signed and Embossed with the Raised Seal of the Attesting Florida Registered Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Land Surveyor Date of Last Field Work: October 13, 2003 PLACE AU SOLEIL I Job No.: PAS60 I Date: October 13, 2003 1 Sheet 1 of 2 Sheets F:\HWAproj\DOCflles\P\PlaceAuSoleil\Lot6OwPart6l.doc EMERALD ROW, LLC LOT fill PLACE AU SOLEIL TOWN OF GULF STREAM PALM BEACH COUNTY FLORIDA �� m n fAco o 2u o '- m 0i 0 W u rD v 0D 0 �D i� N)0 -m rv� 3z mo 1 0 o v M col �.■` EMERALD ROW, LLC LOT fill PLACE AU SOLEIL TOWN OF GULF STREAM PALM BEACH COUNTY FLORIDA LLJ M L.Li W O O O Ln I-- LU - D ix LLI rn O CDC/I T- CD O Ln LU F- cn I CD ry LLJ LU U LU 0- cn E2 59 63 r4 56 57 7 V r LOCATION MAP: 1, T I N T E R C n e < - , . Rl mo FE I -j Oj- LL 0 0- MM 0 LL 'D a:) -J Z) =)O QOJZO d: a-gm 6 W 102 i < W a_ *REC EIVEDe APR 1 5 2004 Town of Gi If Stream, FL R BRurlMER APR C9-2004 y. - 'f "1_0. 03 3324 (L 01 10 U 0- w Of W Ln O O O LO F— W w rn Q J Q O FrJ 0 C> O O N V' 0 ry C) O J LL- I (V O_ Ir a w J J W n POOL Z.- n n r) DISAPPEARING C EDGE II it It \ a p WALL LEGEND srreo� me a w.0 ca+c eia�c w. ae rrtL rw+e (Flu uenrr) errtn+c wo. NRIf1E wu . rac- row nrrv�ars wo. art rm. ra. (la¢ wu extErtrors au (w¢ w.u-) 000000 000000 11 II II ii 11 - I p- 1 -e � tP4•. . 1 ^ DI NG RO I I WING ROOM O O A I I II I' ❑ IL �• I I li li I j` I � •I --t I r--- . - - - - - -- I I ; DA H I• $ t '/ P n -, --`- -.-_`-- �•' -Y_'�� i i ^� -"_ � I I t�: ��gl���flR�,•yy P.D.R.. nnem - JaU61G4��001'i I I I t.``.`. J, ,q �F ` p �o e C i7 ,`'`. it It \ a p WALL LEGEND srreo� me a w.0 ca+c eia�c w. ae rrtL rw+e (Flu uenrr) errtn+c wo. NRIf1E wu . rac- row nrrv�ars wo. art rm. ra. (la¢ wu extErtrors au (w¢ w.u-) 000000 000000 11 II II ii 11 - I p- 1 -e � tP4•. . 1 ^ DI NG RO I I WING ROOM O O A I I II I' ❑ IL �• I I li li I j` I � •I --t I r--- . - - - - - -- I I ; DA H I• $ t '/ P n -, --`- -.-_`-- �•' -Y_'�� i i ^� -"_ � I I t�: ��gl���flR�,•yy P.D.R.. nnem - JaU61G4��001'i I I I t.``.`. J, ,q �F ` p �o e loy / JJ 1( J \ rcurr•w i I M 7M.1 J o J3° W F—} J m O F—Q QU � -j56OL CC g3co W 0 W d i RECE VED• APR 0 2004 - Cwn tit Gull Stream. FL 9 R.BRUMMER s ° APR 7912004 i Q 03 3324 �QJ� �m V 02 LL 05 J U CL- N W_ cy- W U) O O O L0 F W 7 u W (n Q J 0- Q O N 10 O O O N tf) C7 W Z Z _O H a W J W lA O J O_ Of Q W J J W 9 r eE�n 4 0 ESL -il' O t _ FRONT ELEVATION RIGHT ELEVATION EL•i� Y c s RECEIVE©• MAY 14 2004 Town of Gulf Stream, FL f 7 OD 1111!�IS�Fi+sJl U < J o �O J Q LL W � J m Z EEO 0JB, F-<00 x-1000 Q a3ED W °� < W a Z R.BRUMMER MAY —14-2004 y. I_0. W 03 3324 9 04 xnPE m rurcN srMR RAIT xaPE TOP RML VERT. 1 (STYLIN STMR PRDflLE S01"1Olt RAIL TYP. STAIR HANDRAIL GUARDRAIL NOTES: I. ALL WEN GUARORAiL1 SNAIL I FILLER OF3AJ TOP RML VwIG 1. BORAT RAIL e�vu� -e pE}ry, �• I STAIR NOSxJG. S.5 NANDRA14NG TO TERrIMAT EE tU. fpt DESIGN / 4TOY RAILING NOTES: A RANN m HEET 1W RpKT LMO W eoR / LF. TOP RML A N O 3•+� / t- LF. AT PICKETS OR ORNAtTENTAL Fx: ev 1. a yP ORAYIINOS m SE StAIM'TED m M10dTK'f iOR REVIEYI AIID m APPROPRUTE eLLC. Derr. FoR APPRavAL GUARDRAIL NOTES: OALCWI MSNEp GR111 LEVEL OR FLOOR LlV6R �, eEa�nN swu sE Pwzrecrm m A cunecRAIL GUARDRAILS •JUI.L FORT1 A VERTKM. PROTELTKN SARRIR NOT LESS THAN O WCIIES NIGH. TYP. RAILING DETAIL ! LANDINGS/BALCONIES r WALL LEGEND srrm T1TE s wu. CGNG am• YID. OR rtTL FRAr1E (Altl NEICUrJ .FARING YID. PRAHE twll / caNC. COL RTTERpR YID. oR IRL. PR (KNEE YYLL E%TERIDR QL (KNEE YYLL) 0 1 Z g 8 J LL 0� F Ow U a J o JQ WLL 30 w�� J � t�O� � J:) �QQB JOWOM a cr- g 3Z am W W o� 2 LLJ a R.SRUMMER MAR 152004 yx �I_0x 03324 03 05 10 J U a- N w W (n O O O U') F- LU 7 LU w ti Q J CL 2 Q O LR r- 01 O O N LC) >5 3 0 W Z Z 0 Q W J W I 0 i J 0 a w J J W U W CL f a c1. �444� r e OS e - LEFT ELEVATION REAR ELEVATION 6 1VED• MAY 14 2004 Town of Gulf Stream, FL Z J W ca s it \ 'roceery ortkeox,pn.�nc : -- — CFF� 3"''0 ihaun Omr 6 Muk Quigley dl ido dm- amoymmu vd plw UJi W w �w...d b, h4 d .. moral Ly ud pmpeny a h. odim They- - ud, s.4.d ad d-4.d f. um m ud rt mmrmm w'kh dm lull he mN hy, wdiiued m vry{smo, Brm a oapwadw.idiaur Rinm wmiulm 4vm �vepq Lie Th4 Nor u 6r damle pu. �a(pwndoe wrpb m die amom>, u b nw fw 6ddry pv- SrA+p�.xi m F��Ser a \ Tr »V uF C'y�, ,S � v J fJ � We 3 -g -� ra ws. auum arrcc..0 w t POINT AT LLHICH 5PECFIED OVERALL SHRUB HEIGHT 16 MEASURED e REMOVE PAPER PLASTID, OR METAL A�H CONTAINER THAT MAY BE AROUND ° FERTILIZE WITH TiILOfYaANITE'- ��Z Plant and bLterial List \`w, e 6 �Y BOIAMfAL /CaWfONtNaff SRE A ° ON PLANT LI6T 2 ft -.1a Cm 16od D- Palm (F. F) -J d 14'. 16'a 25'•28'oa GROUND COVER 11. AA. 12 C - if-- .Comma Palm 'cornM.6 -' 16'-20' d. LANDSCAPE NOTE$, EARTH SAUCER 6 Corn mail(.. - Cuomo P.m 'Gem Malay.., T -10' wd. 1. ALL plain tmrcdil ahaB beA ai,m6em.,ulhsv'm ahe.mem Ploy' ..>.+n, es„ a, •brN nery !g 1 Bucks mbdia - B....k Palm 20'- 25'.a jkW Al Pau - . , ad shall be .ue m Dame ais, a p. Grde.nd S.daada Plant m..dh whirl, do vu mina, m--d d, suoduds wig caber pad. 6 Pgehoap.m,dk -ALe d.Pam(W) 14' -16'- 2. Q..mks, a'm ad lmtkm ofpb=rEhd ' ' by d. pla, Sea of the wa plain mt Hal JA uke p. dam ma them iver aia. Q. anik mown = dam 41aeh d karc m be uwd as 2 prKhov-aa elgam - Al.-Wd Palm ltp0 16 -20' oa auiddim Ti, lad.ape e.o.aao<shill be rap..abk fm dw =ual gm.niu m drc pLm The pion• duW 2 Tabebuh comb. -Sih. Trump. Tree 16'.20' oa .lee b,-- 3. Na .ubadoatio abaLLh md<wilmur vri ®®roc pd. miomlLuon POINT AT WHICH OA HEKaHT !L Z Tahebua brcophy IN PvkTmpet Ta 16'. 20' .a 4. Pandnp.aib.hal moti. of50%ud /50%muh (u Dab. appo.d mmpow m.magad ahal be I5 MEA5l1RED I .�YSY" =S PY . - dun ad f. ddebaE Tre.:bail6c hmBd crib a mv�um of e' m aide ad ho®an ofam hdL Sbmba, pLt and Imod. a"be ivaalld with, ammm of4'mkWwxI bum. ofambrW j `A = -.TIE FRONDS ULBURLAP I Rlupa.ml. - Lady Palm (..kO fill 4'.C. -a Ito pkntiw de.iW. •{/' TO PROTECT BUD 2 Phuna roebeknli -gamy D.a Palm (m.Li) 4' -6' o., 5. MJm .u,, u eq w kadi-, "I be applied m all pl -Inga •• pa - S AB net 6 P•I.• da be mu.. , wkh a Y du bade. 3' mitdmim depdL All planaiva bola dull m 1 4 Podoarpu Toplaka (3 bald) 6%T um 3' finiand dqA , m o l d a p- -pkti- of pL..44 proea,a. M kh.bald be CW- p.de R• SECUTE BATTENS W 2 -W4' HIGH CAIRDON 1 Rhapa e>aLa- lady P.I. (mu40 fill 4' -6'oa (..ills atb-i. amrd I. mar.ak lw) 7. AB ph- h.2 be pb.ed., and mekwhlh dre- pa i.*Ire+- - :r/ STEEL 06403 TO HOLD BATIEla N FLACE PLO"PLAITNG PROJECT DO NOT HAIL fl AB At P6oe ✓ BAITENB TO PAM HEIGHT OF BATTENS 40 Cri.um aupua.m'Q.em Emmi 3' -4'..a --al u m be hmd--d f a mioimm of l week aft ba.Wuim, ad dh. af.a u rN.kd. Coo- _ SHALL BE LOCATED W FELA7M TO THE .tam dull advae the owtrn day addki_l h �d« -,rake raquaemmu IEIC47f OF TIE Pala FOR ADEOIATE DKACWCa 3 Zama marlima - Gdbwtd Palm 3', 4' 9. Caatmor ahillamufYS. U. NS. H. I? Tb .(1A06132.7770)mrioodmaa(edaiva uoluYBm4Hhwu POINT AT WHICH C. T. OR B. T. paiarmbepimioa anY wmL Caom®fah.11v.ifylmaim , dd udiryWm and.ameua ptimmoam- HEIGHTS ARE MEASURED 3 Hibiama d. 4' -Sot mem;.e a"w L Eaanaim m dLm"ofud W and udkta iul be - ' - • wuh tae adM POINT AT WHICH U G W , - bud, i(nec..ay. The Ca.v,®a bins f.I reap.mi6Why tba wak.d di.vption m dam,pc m utW; A RE HEIGHTS ARE MEASURED 11 B- pimi0n. purple 10'o.. yss m apeom m d. a6oU be"pkd mm.aril w,m. / - - -STEEL BAND 20'.. 10. AN phmiw A.11 b• k-1.d in a Hood, wmbomlike mom. and u-diry m p. A p6.d.p p.'dmn. NO 6CRAPED OR SCARRED TRI" J - _. 6 f7'Xi'XI6'1 YOCOBA1TE)d 2 B.up6.W . - pmpk huallatmn.hall Ronde wa.. , a'admr. 6aWvi.p, mW6 ..1c p-Iq sad a ,wal of h- 2 T- hebgrmmmn lumimid. - C..k&.. )amine 15 pL avd de6a m a «ad, boa mad Sad app,,wal. Ali .c=p, abae 6 i Lmld m o.mpliuva wih all l.,d FINI'II'I 3 D' X 49 WOO BRACES - - 5 LAYERS OF BURLAP 35 Pamapmum eobin Yukpu' 3 pt md< 11 . All .en - m be -6d m,,.d m puwide ample a.ppm. aucb dot mamw4 remain m;pha,d me m NAIL INTO BATTENS W1200 NAILS u, upriaba pmidm dramph tl� eaaravue paid- S.kma and Iuvkv Jul be Mfi r d at drc opdv. of FERTILIZE IUTH 10 LB6. N"W14411 AND THICIO4E55 100 bon TN- G..' 3 pl. th..m.a.m, V whore aaquvd by ,d. H-. d. "-pe mvm®a d.1.1 araporuible 1. all / tON PLANT LIST avd Palma re uww ma'sba ad u- thao.ph the .anus paid. lv the sell th.t, vee ar pd. REMOVE TOP V3 OF BURLAP -� . _ __ EARTH SAUCER RO F mi.oarpa 'Gaee. hU.d' J'L da. a6. i hu ban propdY soled u puled. the U.d•npe moan«.h.I wa be hW r.epom3k. � L2. Ali ad ah.B be'Fbtmm' -I- uhemiw yacifid. Sal shad be rimes, peen, w.Iroo.ed ad f. ofd, 160 Rhaphbkpla hdi- Ida. Ha.YFmm 3 pl. laa, wmda, data , Bata Sd I, m 1. waerd m a depth of 3' immda.ly afar i m Wtim. Caadn 130 Sohefikn arbarkda Twiner. 3p1. 13. AU.. a. p. L- p6.. cadv. u. k--m puuame d (or.p.id.f90d.naftrh.damofample- - III - 1�1 I- III -III 50 Eupho.bamilii'Row' [)wadrm fThoma apt 14. Poaay mam6e imuYd beta. mt.piop Yamuak III_( - -' � � Ill -I COMPACTED MOUND OF 110 S.,m.il aim 4' 15. The plan A dun ake preodeoti ova da pl.. B., ah.uH,,m is a.Y daaepruy beuvea drc two 16. Re.wal oFany d.kafom doad.mpe projn.,el6e remind bythe Undaape aum,amc BAAnCFILL MIXTURE -� I 'T- 15ACO LL MIXTURE V3 6AN0, 1 6 Came. pmt ba Bmplmilku m pal. 113 V3 TOPSOIL Ill EXISTING e115GRADE 1 2 GPibck RouM.. (fa-s.1 III II TI_I Cyp..Mulrh Grade Be/ Whie Riv R -k(.m,B 111-) B PLANT T PIT TO O BE E 1 W TIMES THE Soil bar BxkfilW.p /Pmmp td( a- mkdGnat' 1,1,.da DIAMETER OF THE PLANT BALL Milowne (kailim) ad Te.aarb mil addui e PALP1 PL ANTlNC1 DETAIL POINT AT WHICH SPECIFIED TREE SPREAD 15 MEASURED auum arrcc..0 w t POINT AT LLHICH 5PECFIED OVERALL SHRUB HEIGHT 16 MEASURED e REMOVE PAPER PLASTID, OR METAL A�H CONTAINER THAT MAY BE AROUND ° FERTILIZE WITH TiILOfYaANITE'- ��Z PER WRITTEN SPECS. \`w, e 6 a i KLCH TTn AND TSROOESe A ° ON PLANT LI6T - - ORANGE "DUCKBILL' GUYING SYSTEM GROUND COVER 11. AA. ad REMOVE PAPER PLASTID, OR METAL CONTAINER THAT MAY BE AROUND S ROOT. F BALLED 4 BURLAPPEO, REMOVE OILY TOP V3 OF BURLAP REINFORCED RIBBER HOSE n t , -.3' EARTH SAUCER d FINISH GRADE WilI11 1-II BA:"ILL MIXTURE: V3 SAID, I II III TII I-II =II V3 PEAT HUMUS, V3 701-6011. ♦• e.An�aL MIX.- l II Imo- Ir�l) - IIIII EXISTING SUBGRADE COMPACTED MOUND OF BACKFILL MIXTURE PLANT PIT TO BE 1 VI TIMES THE DIAMETER OF THE PLANT BALL SHRUB 4 GROUND COVER PLANTING 'HIN BRANCHES BY V3 TOTAL M45B RETAIN NATURAL FORM NO'.= SHALL - 312 DONE PRIOR TO IN5TALLATICN AND SHALL BE APPROVED BY LANDSCAPE lRCHITECT TREE CALIPER SIZE SHALL BE MEASURED AT 6" ABOVE GRADE UP TO 4 INCL. 4' CAL. AND 1 12' ABOVE GRADE FOR LARaER CALIPER TREES MULCH TYPE AND THICKNES5 ON PLANT LIST REMOVE TOP 1/3 OF BURLAP- --'`,� FINISH GRADE --, BAOffILL MIXTURE - -= V3 SAND, 113 PEAT HUMIA. V3 TOPSOIL POINT AT WHICH 5FECIFIED OVERALL TREE HEIGHT 16 MEASURED "4 A l�u U4 � d L —EXISTING SUEGRADE _ _COMPACTED MOLND OF BACKFILL MIXTURE %- -Y�_.1 PLANT PIT TO BE 2 0 TWOS THE DIAMETER OF THE PLAIT BALL TREE PLANTING DETAIL ''lb! IU-- J 2 (0 ll �4r_ �aQ 2Q 11 0 QJWu� ^' ) r 0 1!) 9 W := y d ev i {m. FL REINFORCED RIBBER HOSE J.�y, 5WALL EXTEND 2' BEYOND TRUNK - - ORANGE "DUCKBILL' GUYING SYSTEM FERTILIZE WITH TTILORGAIITE' PER WRITTEN SPECS. EARTH SAUCER —EXISTING SUEGRADE _ _COMPACTED MOLND OF BACKFILL MIXTURE %- -Y�_.1 PLANT PIT TO BE 2 0 TWOS THE DIAMETER OF THE PLAIT BALL TREE PLANTING DETAIL ''lb! IU-- J 2 (0 ll �4r_ �aQ 2Q 11 0 QJWu� ^' ) r 0 1!) 9 W := y d ev i {m. FL 63/31/2664 12:46 2746449 1 AMES DESIGN FADE 62 a.. �y i o t 0 X h O o® 13ra3sti t dH 'Wd 21 :SZ :ZI 70021121£ 'Dma 13SV8 \8VW3l'lD 33dS 72 5 SO \S1N3wn000 kw \aaWWn8a \S!)Nlil3S (INV SiN3WnOOQ \:7 L)3( 3t7l ZUU4 14: UJ L 14U447 RMZD )Jt71UfN r-HUC t7.5 POINT OF SECINNINC N.E. C—n LM M f°IJ fnd 0": 6 to •6y L P G� oa FnE Neil "JO • I BE•Ci39 I 16 i ��E I 0" nl LOT ss 61). Sol 5/6 1, trlll e U LL 6 e rq II1 z MAP OF SL - - R- 50.00' — D -90* 00'001, A• 713.54' LOT 60 VACANT .L7- + Fnd No+ r pd 543 L. •fiU9 C� LOT 59 w `w FnE Yt� p1 In Cenc. / 1 CCTV Etl. 1 I llegSauln 8e+ Fnd 5!fi" IRC 753 1 0ght P..e / Cone. ulikty H.... _— Pnvemenl �� �y R- 50.00' r•�s., I D -49° 23,55,... �r -c. P. A-43.11' ti EMERALD ROW 4' 1� (puuft Road cy) ADDENDUM. 4. B. 3. 7. 2. 6. LAGER, PALBICKE & ASSOCIATES, INC. PLACE AU SOLEIL PROFESSIONAL LAND SURVEYORS CALE: i 25' BOUNDARY SURVEY 3850 N W.8OCA RATON BLVD, SUITE 3, 6OCA RATON, FLORIDA 33431 PHONE (561)395 -3600 FAX t5B1>.395 -2237 �,�DIATEI 10.14 -03 ISHEET 2 OF 2 SHEETS MAP OF SURVEY SUBJECT PROPERTY 61 y�P9 n 0Y1y 62 59 63 R R =50.00' 64 ° 58 POINT OF BEGINNING 0 °90 1� s7 00 00 Lot 61 Corner A-78.54' �s CONC D 9LF 56 j OCk �''po and Disk 55 LOCATION MAP: �cj� A LB •6439 N.T.S. o ( Fnd Nail I and Disk ���' LB •6439 I Q� �• O ry ` �Q 1�• !� o 16 I a O oy �� POOL 0 99j I �, O POOL o o�, 2 I SPq ° 0 O o'rrn O A� PATIO /o o g6� 41.33' _ sO O, I �f? v ° la s . ( ms . ° O N COVERED PATIO I Z�, 0 4.00'1° o Co LOT s� 61!- 10.67' 04.00'a ^� °/ C �1 co 20,00' 10-671 Conc. LOT 60 r Seawall ^ Conc. Pad `mss set, 5/a-- 4.33' � 2 STORY C 's. S�$° ad F.F. BLDG. 4.95' 00 EL ( +B'S. GAR.EL.= + 9 51) (8.76) •ss `14 PAD 3.11'01 \\� mod'. COLUMN \ COLUMN (TYP•) o (TYP.) (p 4.33' y rn ti� 20 0\ O 15. 0 34.02' �u 4.951 I ��� °_ p 4.95' d' m N O r� o W W J m / , m 13 .F 16. ® u. PAVER NDRIVE LL �d 4.95' Benchmark: z 3 3 d o uj O Found Nail and Disk LB No. OM •s 6439; in conc. Seawall Elevation n PROPANE �, 6 OO - 4.87 N.G.V.D. iNA( + Z R- 50.00' A 46. 28'05" A- 46.67' • LOT 59 Water Meter p� o,ya GJ� & o Fnd IR In Conc. CATV Box I / do oleo 0 5v�� / I BellSouth Box Fnd 5/8" 11 LlghtnPole /' IRC 353 onc. Utility Boxes I Asphalt , oa °I Pavement / NI // I 5 °•� R =50.00' /' ASBUILT ELEVATIONS D -490 23'55 "" FINISH ") P'C'P' A- 43.11' FLOOR RELATIONSHIP (0.00 ;• RIDGE LINE ELEVATION= (P)27.77 (M)27.87 �6 %�� EMERALD ROW 1'q (Public Roadway) CHIMENY ELEVATION= (P)31.06 (M)30.99 ADDENDUM: 4.11 -22 04 SLAB SPOT SURVEY. 8. 3. 10 -22 -04 FORMBOARD SURVEY. 7. 2. 07 -21 -04 ADD PROPOSED SEPTIC + REVISE DRIVEWAY. 6.04 -12 -06 ASBUILT RIDGELINE AND CHIMENY ELEVATIONS. I. 07 -14 -04 PROPOSED PLOT PLAN. 5.11 -22 -05 FINAL SURVEY. IMGER, PALBICKE & ASSOCIATES, INC. PLACE AU SOLEIL PROFESSIONAL LAND SURVEYORS 3850 N.W.BOCA RATON BLVD. SUITE 3, BOCA RATON, FLORIDA 33431 SCALE: I "= 25' 80UNDARY SURVEY DATE: 10 -14 -03 ISHEET 2 OF 2 SHEETS PHONE: (561) 395 -3600 FAX: (561) 395 -2237 1 HAGER, PALBICKE & ASSOCIATES, INC. 2F PROFESSIONAL LAND SURVEYORS Certificate of Authorization L.B. No. 6772 PLATTING - CONDOMINIUMS - LAND DEVELOPMENT - CONSTRUCnON LAYOUT - BOUNDARY - TOPOGRAPHIC 270 South Central Boulevard, Suite 205, Jupiter, Florida 33458 Phone: (561) 427 -0990 Fax: (561) 427 -0996 MAP OF SURVEY Legal Description: Lot 60, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. TOGETHER WITH: A portion of Lot 61, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. More particularly described as follows: BEGIN at the Northeast corner of said Lot 61; thence S.53 044'25 "W., along the East line of said Lot 61, a distance of 78.63 feet; thence N.13 °08'20 "E., a distance of 58.33 feet to the North line of said Lot 61; thence S.76 051'40 "E., along the North line, a distance of 50.00 to the POINT OF BEGINNING. (Bearings are based upon an assumed meridian along the centerline of Avenue Au Soleil, as shown on the Plat of "PLACE AU SOLEIL", as recorded in Plat Book 27, Page 69 of the Public Records of County, Florida, having a bearing of N.00 000'00 "E.). Site Data: 1.) Flood Information: Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for Not Valid Unless surveys as contained in Chapter 61G17 -6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Signed and Embossed �'%� with the Raised Seal e�ysc�.a YrC of the Attesting �� Florida Registered Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Land Surveyor Date of Last Field Work: 4/12/2006 t- PLACE AU SOLEIL I Job No.: PAS60 I Date: October 13, 2003 1 Sheet 1 of 2 Sheets r: v7vVhprott vUUTnes\r\rlace /\ubolemLotbuwrarttil .00c Community No: 125109 Firm Zone: A5 Panel No.: 0001 Base Flood Elevation: +7.0 Suffix: D Lowest Floor Elevation: +9.51, Gar. = +8.76 Date of FIRM: September 30, 1982 Highest Adjacent Grade: +8.8 2.) Benchmark: Palm Beach County Benchmark: Disk in concrete at the intersection of US -1 and Gulfstream Blvd. in the NW quadrant. 3. Address: 4. Area of this Site is: 21719 Square Feet. This survey is certified to the following: 1. Emerald Row, LLC, A Florida Limited Liability company 6. 2. Hazben, Inc., an Illinois corporation, its successors and /or assigns 7. 3. Jeffry A. Levine, P.A. 8, 4. Attorneys' Title Insurance Fund, Inc. 9, 5. Reliance Title Company 10. Notes: Legend: 1.) Elevations when shown refer to the National Geodetic Vertical Datum (N.G.V.D.). of 1929. B/L or li� Base Line 2.) This firm has made no attempt to locate footings and /or foundations or other underground improvements (unless ctL or (t, Centerline otherwise noted). [Oil -t5l -Catch Basin 3.) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as Lx� rty As -Built Elevation easements, rights -of -ways, reservations, etc., such information should be obtained and verified by others through _ Proposed Elevation appropriate title verification. Edge of water 4.) This drawing is the property of Hager, Pa[bicke &Associates, Inc. and was prepared for and certified to the party Flow Direction and /or parties indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in -Fire Hydrant part without written authorization. Sanitary Manhole 5.) All Iron Pipes /or /Rods and Nails & Discs, set by this Firm, set with Cap /or /Disc with L.B. No. 6772. Q Storm Drainage 6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted). Manhole Abbreviations: DIA.. = DIAMETER L.E. = LANDSCAPE EASEMENT P.O.C. = POINT OF COMMENCEMENT A= DRAIN. = DRAINAGE L ' M ' = LAKE MAINTENANCE EASEMENT = ARC LENGTH P.O.T. = POINT OF TERMINATION A/C EASE. =EASEMENT L.P. = LIGHT POLE = AIR CONDITIONER E.O.W. = EDGE OF WATER (M) = MEASURED R= (R) = RADIUS =RECORD B.C.R. BLDG. = BROWARD COUNTY RECORDS EL. = ELEVATION M.H. = MANHOLE = BUILDING RNV =RIGHT OF WAY (C) ELEC. = ELECTRIC N.T.S. = NOT TO SCALE =CALCULATED F.F. = FINISHED FLOOR N &D = NAIL & DISK SEC. = SEORMONRAINAGE CAN. C.B. = CABLE T.V. F.H. = FIRE HYDRANT N&T = NAIL & TAB = CATCH BASIN S.S. = SANITARY SEWER C.B.S. FPL = FLORIDA POWER & LIGHT O.R.B. = OFFICIAL RECORDS BOOK = CONCRETE BLOCK & STUCCO GAR. =GARAGE P.B. = PLAT BOOK STA. = STATION CH. C.L.F. =CHORD FND. = FOUND P.B.C.R. = PALM BEACH COUNTY RECORDS = CHAIN LINK FENCE SVC. TEL. = SERVICE = TELEPHONE (BELLSOUTH) COL. INV =INVERT PG. =PAGE = COLUMN I.P. = IRON PIPE PROP. =PROPOSED T.0 B. TYP. = TOP OF BANK = TYPICAL CONC. D= = CONCRETE I.P.C. =IRON PIPE & CAP PAVE. = PAVEMENT = DELTA (CENTRAL) ANGLE I.R. = IRON ROD P.C.P. U.E. = UTILITY EASEMENT (D) D.E. = PERMANENT CONTROL POINT = DEED I.R.C. =IRON ROD & CAP P.R.M. = PERMANENT REFERENCE MONUMENT = DRAINAGE EASEMENT UTIL. W.M. = UTILITY = WATER METER LAT. = LATERAL P.O.B. = POINT OF BEGINNING N.Q.V. = WATER VALVE Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for Not Valid Unless surveys as contained in Chapter 61G17 -6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Signed and Embossed �'%� with the Raised Seal e�ysc�.a YrC of the Attesting �� Florida Registered Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Land Surveyor Date of Last Field Work: 4/12/2006 t- PLACE AU SOLEIL I Job No.: PAS60 I Date: October 13, 2003 1 Sheet 1 of 2 Sheets r: v7vVhprott vUUTnes\r\rlace /\ubolemLotbuwrarttil .00c A MAP OF SURVEY SUBJECT OPT PROPERTY 61 y��9 n wit, fit 59 63 Ott R =50.00' 64 'ZI 56 POINT OF D-900 11 s7 BEGINNING `90 00 00 /' 78.54 Lot 6lorne(r\ t� �s CONC 9LFIG� 56 G 1 J Fnd Ay DOCK �p� 55 LOCATION MAP LB •6439 N.T.S. A� Fnd Nail J I anB d Di L •4 q) O``�" ` N I ry� 1N0 i 1 IA O \O 05 POOL 0 POOL �0 r 4 99j I? n, O Q O SPA O o �O' a�p� o� PATIO ' v' /o e go 41.33' — s0 �f '� Im 1 0 IN COVERED PATIO s 0 0 0 10 ^ 4.00'`° ^ r\ m I op N o/ of LOT 61 55 N 0.00' 2 '� o .67 Conc. 60 ^ Se � 3X5.7' a Conc. pod I 1 4.33' �s Set 8„ 2 STORY C 's, �� $� B.S. 4 F. F. BLDG 4.95' o0 .r a EL + GAR.EL.= ((.8.76) •�v: Ci N 0 PAD 3.11' rn (0 mod', \ COLUMN (TYP.) COLUMN (TYP,) \ CO .33, N�j, y ^ y. ro \ o\ O 15. O Cp 34.02' i? 4.951 I ��ti d' (�4, B7) "9,, m / A9 / COL 9os .t � N / W a = PAVER / `* `1• 1r. J N LO DRIVE 0 'a S [} = 4.95' Benchmark: i 3 0 it Nf' 0 h O �� Found Nail and Disk LB No. O�J •s 6439; in conc. Seawall; n n pq (P, OQ Elevation - -4.87 N.G.V.D. �� R- 50.00' D-53'28'05" A- 46.67' J" LOT 59 Water Meter 61 h� 0 Fnd IR p In Conc. / I CATV Box i. yG J a� I BellSouth Box c' o I Conc Light Pole i Fnd 5/8" i IRC 353 onc. Utility Boxes 01 Pavement i� NI 1 5°'� I R =50.00 ASBUILT ELEVATIONS D -490 23'55 "" FINISH ") - Ip c P A =43.11' FLOOR RELATIONSHIP (0.00 RIDGE LINE ELEVATION= (P)27.77 (M)27.87 EMERALD R W CHIMENY ELEVATION= (P)31.06 (M)30.99 (Public Roadway) ADDENDUM: 4. 11-22-04 SLAB SPOT SURVEY. e. 3. 10 -22 -04 FORMBOARD SURVEY. 7" 2. 07 -21 -04 ADD PROPOSED SEPTIC + REVISE DRIVEWAY. 6.04 -12 -06 ASBUILT RIDGELINE AND CHIMENY ELEVATIONS. 1. 07 -14 -04 PROPOSED PLOT PLAN. 5.11 -22 -05 FINAL SURVEY. IIAGER, PALBICKE & ASSOCIATES, INC. PLACE AU SOLEIL PROFESSIONAL LAND SURVEYORS 3850 N.W.BOCA RATON BLVD. SUITE 3, BOCA RATON, FLORIDA 33431 SCALE: I "= 25' BOUNDARY SURVEY DATE: 10-14 -03 SHEET 2 OF 2 SHEETS PHONE (561) 395 -3600 FAX: (561) 395 -2237 HAGER, PALBICKE & ASSOCIATES, PROFESSIONAL LAND SURVEYORS Certificate of Authorization L.B. No. 6772 PLATTING - CONDOMINIUMS - LAND DEVELOPMENT - CONSTRUCTION LAYOUT - 270 South Central Boulevard, Suite 205, Jupiter, Florida 33458 Phone: (561) 427 -0990 MAP OF SURVEY INC. BOUNDARY - TOPOGRAPHIC Fax: (561) 427 -0996 Legal Description: Lot 60, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. TOGETHER WITH: A portion of Lot 61, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. More particularly described as follows: BEGIN at the Northeast corner of said Lot 61; thence S.53 044'25 "W., along the East line of said Lot 61, a distance of 78.63 feet; thence N.13 008'20 "E., a distance of 58.33 feet to the North line of said Lot 61; thence S.76 051'40 "E., along the North line, a distance of 50.00 to the POINT OF BEGINNING. (Bearings are based upon an assumed meridian along the centerline of Avenue Au Soleil, as shown on the Plat of "PLACE AU SOLEIL", as recorded in Plat Book 27, Page 69 of the Public Records of County, Florida, having a bearing of N.00 000'00 "E.). Site Data: 1.) Flood Information: Community No: 125109 Firm Zone: A5 Panel No.: 0001 Base Flood Elevation: +7.0 Suffix: D Lowest Floor Elevation: +9.51, Gar. = +8.76 Date of FIRM: September 30, 1982 Highest Adjacent Grade: +8.8 2.) Benchmark: Palm Beach County Benchmark: Disk in concrete at the intersection of US -1 and Gulfstream Blvd. in the NW quadrant. 3. Address: 4. Area of this Site is: 21719 Square Feet. This survey is certified to the following: 1. Emerald Row, LLC, A Florida Limited Liability company 6. 2. Hazben, Inc., an Illinois corporation, its successors and /or assigns 7. 3. Jeffry A. Levine, P.A. 8, 4. Attorneys' Title Insurance Fund, Inc. 9. 5. Reliance Title Company 10. Notes: Legend: 1.) Elevations when shown refer to the National Geodetic Vertical Datum (N.G.V.D.). of 1929. BiL or Base Line 2.) This firm has made no attempt to locate footings and /or foundations or other underground improvements (unless C/L or Centerline otherwise noted). EEED Catch Basin 3.) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as As -Built Elevation easements, rights -of -ways, reservations, etc., such information should be obtained and verified by others through Proposed Elevation appropriate title verification. _==- Edge of Water 4. This drawing Is the property of Hager, Palbicke & Associates Inc. and was prepared for and certified to the art p p y $ p p party �-' Flow Direction Fire Hydrant e and /or parties indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in 011' part without written authorization. ® Sanitary Manhole 5.) All Iron Pipes /or /Rods and Nails & Discs, set by this Firm, set with Cap /or /Disc with L.B. No. 6772. Q Storm Drainage 6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted). Manhole Abbreviations: DIA.. = DIAMETER L.E. = LANDSCAPE EASEMENT P.O.C. = POINT OF COMMENCEMENT A= DRAIN. = DRAINAGE L.M.E. = LAKE MAINTENANCE EASEMENT = ARC LENGTH P.O.T. = POINT OF TERMINATION A/c EASE. =EASEMENT L.P. = LIGHT POLE = AIR CONDITIONER E.O.W. = EDGE OF WATER (M) =MEASURED R= (R) = RADIUS =RECORD B.C.R. BLDG. = BROWARD COUNTY RECORDS EL. = ELEVATION M.H. = MANHOLE = BUILDING RNJ =RIGHT OF WAY (C) ELEC. = ELECTRIC N.T.S. = NOT TO SCALE = CALCULATED F.F. = FINISHED FLOOR N &D = NAIL & DISK S.D. SEC. = STORM DRAINAGE = SECTION CAN. C.B. = CABLE T.V. F.H. = FIRE HYDRANT N &T = NAIL & TAB = CATCH BASIN S.S. = SANITARY SEWER C.B.S. FPL = FLORIDA POWER & LIGHT O.R.B. = OFFICIAL RECORDS BOOK = CONCRETE BLOCK & STUCCO GAR. =GARAGE P.B. = PLAT BOOK STA. Svc. = STATION = SERVICE CH. C.L.F. = CHORD FND. = FOUND P.B. C.R. = PALM BEACH COUNTY RECORDS = CHAIN LINK FENCE INV TEL. = TELEPHONE (BELLSOUTH) COL. =INVERT PG. =PAGE = COLUMN I.P. = IRON PIPE PROP. =PROPOSED T.O.B. TYP. = TOP OF BANK = TYPICAL CONC. D= =CONCRETE I.P.C. =IRON PIPE & CAP PAVE. =PAVEMENT = DELTA (CENTRAL) ANGLE U.E. = UTILITY EASEMENT (D) I.R. = IRON ROD P.C.P. = PERMANENT CONTROL POINT =DEED UT,L. = UTILITY D.E. I.R.C. = IRON ROD & CAP P.R.M. = PERMANENT REFERENCE MONUMENT = DRAINAGE EASEMENT W.M. = WATER METER LAT. =LATERAL P.0 B. = POINT OF BEGINNING W.V. = WATER VALVE Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for Not Valid Unless surveys as contained in Chapter 61G17 -6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Signed and Embossed with the Raised Seal of the Attesting " Florida Registered Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Lsnd Surveyor Date of Last Field Work: 4/12/2006 PLACE AU SOLEIL I Job No.: PAS60 I Date: October 13, 2003 _[ Sheet 1 of 2 Sheets I-:\ HVVAproj\ D0Utiles\ P \PlaceAuSoleil \Lot60WPart61.CDC MAP OF SURVEY o PROPERTY 61 yTP9 n 62 oY1y 58 g 63 �y1 � R =50.00 64 V) 5e POINT OF D =900 00'00" 57 BEGINNING �s• N.E. A =78.54 CONC 9L�� 56 1 o 6lorner D DCK Ge A and Nail ss LOCATION MAP s j' LB D. <<i� N.T.S. asp , ? M r O Fnd Nail -- --� and Disk LB •649 3 IA POOL 0 r, Cal c O Poo Lg° 0 Q M6 ll-i O 0 r / r� �0' 0 ° \ _ \ 0 PATIO G / /0 b. 41.33' -- \ sm, 0020 \\Iw I 0 IN COVERED PATIO 0 I \ \ '% 4.00'0 F, F, N 1 \ \ •4. e 0 \m° \ m 20.00' •0, � 10.67' p4.00f0.67'- LOT S� \� Con c. \ • I 0 ^ \ Seawall LOT 60 N 3'x5.7' Conc. Pad \ "\ O e Set 8 CS 4.33' C 2 STORY co °4.9' . B/ + LDG U, G =C (.8B,7.S6) AR.EL. \ \ \ o \ N PAD 3.11' d r \ /a•" \ \ \ ° •° \ COLUMN (TYp) o COLUMN (TYP.) \ e.3 9c3o \ CD 4.3 ^ m yk o \% \ \ `} /j /e \ d \ Q O, 34.02' C` 4.951 \ \ \ I ti' ° \ \ • m - - -0 -- a 4.95' m C0 0 V I z PAVER __ c N to DRIVE �'• / ' �d '�' u 4.95' �� m Benchmark: 3 z 3 Found Nail and Disk LB No. a ° 0 ^� •�. ``�� - \ 6439 in conc. Seawall Elevation - -4.87 N.G.V.D. K ^ P AVE gyp, oo TA'm .e 9 (•9 '2) R- 50.00' D -53 °28'05" A.46.67' LOT 59 Water Meter 61 0 Fnd IR I 16 �P9 pp In Conc. CATV Box I � G09 id Feet I / edge I BellSouth Box o � Cora. Fnd 5/8" Light Pole /' IRC 353 onc. Utility Boxes I Asphalt i oo °I Pavement / R=50.00' ASBUILT ELEVATIONS `'B•F�� I /' 2 D =4499° 02 3'55 "" FINISH ") P.C.P. A- 43.11' FLOOR RELATIONSHIP (0.00 RIDGE LINE ELEVATION= (P)27.77 (M)27.87 S;6ryao� - EMERALD ROW CHIMENY ELEVATION= (P)31.06 (M)30.99 (Public Roadway) ADDENDUM- 1 4• I -22 -04 SLAB SPOT SURVEY. 8. 7.07 -31 -06 ASBUILT LOT GRADES 3• I6-22 -04 FORMBOARD SURVEY. 2. 07 -21 -04 ADD PROPOSED SEPTIC + REVISE DRIVEWAY. 6.04 -12 -06 ASBUILT RIDGELINE AND CH_IMENY ELEVATION_S_. I. 07 -14 -04 PROPOSED PLOT PLAN. 5.11 -22 -05 FINAL SURVEY. HAGER, PALBICKE & ASSOCIATES, INC. PLACE AU SOLEIL PROFESSIONAL LAND SURVEYORS 3850 N.W.BOCA RATON BLVD. SUITE 3, BOCA RATON, FLORIDA 33431 SCALE: I "= 25' BOUNDARY SURVEY DATE: 10 -14 -03 SHEET 2 OF 2 SHEETS PHONE: (561) 395 -3600 FAX: (561) 395 -2237 ,r If1 CER, PALBI_CKE," ASSOCIATES, PROFESSIONAL LAND SURVEYORS Certificate of Authorization L.B. No. 6772 I'I.A'1'I�NG CONDOMINIUNIS - LAND DEVELOPMENT - CONSTRUCTION LAYOUT - 270 So Lit h Central Boulevard, Suite 205, Jupiter, Florida 33458 Phone: (561) 427 -0990 MAP OF SURVEY INC. BOUNDARY - TOPOGRAPHIC Fax: (561) 427 -0996 Legal Description: Lot 60, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. TOGETHER WITH: A portion of Lot 61, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. More particularly described as follows: BEGIN at the Northeast corner of said Lot 61; thence S.53 °44'25 "W., along the East line of said Lot 61, a distance of 78,63 feet; thence N.13 008'20 "E., a distance of 58.33 feet to the North line of said Lot 61; thence S.76 051'40 "E., along the North line, a distance of 50.00 to the POINT OF BEGINNING. (Bearings are based upon an assumed meridian along the centerline of Avenue Au Soleil, as shown on the Plat of "PLACE AU SOLEIL", as recorded in Plat Book 27, Page 69 of the Public Records of County, Florida, having a bearing of N.00 000'00 "E.). Site Data: 1.) Flood Information: Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for Not Valid Unless surveys as contained in Chapter 61G17 -6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Signed and Embossed - % J� with the Raised Seal 7 -" � of the Attesting � Florida Registered Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Land Surveyor Date of Last Field Work: 7/31/2006 PLACE AU SOLEIL Job No.: PAS60 Date: October 13, 2003 Sheet 1 of 2 Sheets F:\HWAproj\DOCfiles\P\PlaceAuSoleil\Lot6OwPart6l.doc Community No: 125109 Firm Zone: A5 Panel No.: 0001 Base Flood Elevation: +7.0 Suffix: D Lowest Floor Elevation: +9.51, Gar. = +8.76 Date of FIRM: September 30, 1982 Highest Adjacent Grade: +8.8 2.) Benchmark: Palm Beach County Benchmark: Disk in concrete at the intersection of US -1 and Gulfstream Blvd. in the NW quadrant. 3.) Address: 4. Area of this Site is: 21719 Square Feet. This survey is certified to the following: 1. Emerald Row, LLC, A Florida Limited Liability company 6. 2. Hazben, Inc., an Illinois corporation, its successors and /or assigns 7. 3. Jeffry A. Levine, P.A. 8, 4. Attorneys' Title Insurance Fund, Inc. g, 5. Reliance Title Company 10. Notes: Legend: 1.) Elevations when shown refer to the National Geodetic Vertical Datum (N.G.V.D.), of 1929. 2.) This firm has made no attempt to locate footings and/or foundations or other underground improvements (unless B/L or t c/L or Base Line Centerline otherwise noted). BE Catch Basin 3.) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as �x rt5 As -Built Elevation easements, rights -of -ways, reservations, etc., such information should be obtained and verified by others through rt _ Proposed Elevation appropriate title verification. Edge of Water 4) This drawing is the property Of Hager, Pa(bicke & Associates, hie. and was prepared for and certified to the party V ' Flow Direction and /or parties indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in Fire Hydrant part without written authorization. s - Sanitary Manhole 5.) All Iron Pipes /or /Rods and Nails & Discs, set by this Firm, set with Cap /or /Disc with L.B. No. 6772. QD Storm Drainage 6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted). Manhole Abbreviations: CIA.. = DIAMETER L.E. = LANDSCAPE EASEMENT P.0 C. = POINT OF COMMENCEMENT A= DRAIN. = DRAINAGE L.M.E. = LAKE MAINTENANCE EASEMENT =ARC LENGTH EASE. = EASEMENT L.P. = LIGHT POLE P.O.T. = POINT OF TERMINATION A/C a C.R. = AIR CONDITIONER E.O W = EDGE OF WATER (M) = MEASURED = BROWARD COUNTY RECORDS R= R t ) = RADIUS =RECORD L BLDG. EL. = ELEVATION M.H. = MEASURE = BUILDING ELEC. = ELECTRIC N.T.S. = NOT TO SCALE R/W S.D. = RIGHT OF WAY ( CATV = CALCULATED F.F. = FINISHED FLOOR N &D = NAIL & DISK = CABLE T SEC. = STORM DRAINAGE = SECTION C.B. C.B.S. F.H. = FIRE HYDRANT N &T = NAIL & TAB = CATCH BASIN FPL = FLORIDA POWER & LIGHT O.R.B. = OFFICIAL RECORDS BOOK = CONCRETE BLOCK & S1UCCO S.S. STA. = SANITARY SEWER = STATION CH. C L.F GAR. = GARAGE P.B. = PLAT BOOK = CHORD FND =FOUND P.B.C. R. =PALM BEACH COUNTY RECORDS = CHAIN LINK FENCE Svc. TEL. = SERVICE = TELEPHONE (BELLSOUTH) COL. INV =INVERT PG. =PAGE =COLUMN P. = IRON PIPE PROP. =PROPOSED = CONCRETE T.O.B. TYP. = TOP CA BANK = TYPICAL D- D= I.P C. =IRON PIPE &CAP PAVE. = PAVEMENT =DELTA (CENTRAL) ANGLE I.R. =IRON ROD P.C.P. = PERMANENT CONTROL POINT U.E. UTIL. = UTILITY EASEMENT = (D) DE = DEED I.R.C. = IRON ROD & CAP P.R.M. = PERMANENT REFERENCE MONUMENT = DRAINAGE EASEMENT W.M. UTILITY =WATER METER LAT =LATERAL P.O.B. = POINT OF BEGINNING W.V. = WATER VALVE Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for Not Valid Unless surveys as contained in Chapter 61G17 -6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Signed and Embossed - % J� with the Raised Seal 7 -" � of the Attesting � Florida Registered Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Land Surveyor Date of Last Field Work: 7/31/2006 PLACE AU SOLEIL Job No.: PAS60 Date: October 13, 2003 Sheet 1 of 2 Sheets F:\HWAproj\DOCfiles\P\PlaceAuSoleil\Lot6OwPart6l.doc r MAP OF 8 U R V E Y SUBJECT Gpt�� PROPERTY 61 yT�9 n 62 59 63 °y1 R-50.00' 64 58 POINT OF D =90° 00'00" 57 BEGINNING .0orner %178.54 I CONO '9G�� 56 l Lot D GF�S _S A1J Fnd NailOOk 55 LOCATION MAP. 1 LBd•6439 Si , ��F N.T.S. Fnd Nail 9 `MO` a _ _ _ _ _ 00 and Disk e �' LB •6439 �O� }�- \ y; r a e `� <J IV O W '/ V Ri POOL O y �� Poo � � •mo I sPA 0 O cP, •-�, ° a7zn / m ;,j A —� —�— PATIO S•% /0 5. 41.33' — \ °�° � � o ' � COVERED PATIO gym. 4.00'0 4.00 LOT lS� \� ,�0° 10.67' IR 0 10.67'_ // \ \ \ yy 0 20.00' °, Conc. ° ^ Seawall LOT 60 3'X5.7' 0 Conc. Pad \ \ Set 5/ 8.. 4.33' r\ 2 > STO RY C.B y.\ .S. °o 05 4.95,BLDG L( GAR.E. -(+8.6) 7 N PA D oip \ CO COLUMN (TYp 1 E) ti COLUMN (TyP 1 -V e.a \ \ (O .3 ° y° � �, o \\ ey \ \ \ Q 0' 34.02' TT 9`1' 4.95 \ \ m Q \ \ C ` - - ° 4.95' >� -° �s v' i3— \•�'' F �O ¢� 7•GJ W v PAVER N = c DRIVE a CV °\ .�� 0 3 g �d 4.95' \ Benchmark: z 3 d Found Nail and Disk LB No. ° o O M •s \ \\ 64391 in conc. Seawall; Elevation • -4.87 N.G.V.D. r� PROPAf✓E z (r9 '2) R- 50.00' D -53° 28'05" • A- 46.67' LOT 59 Water Meter pi ^ J ° \PV Fnd IR in Conc. I CATV Box slap 1 / � a°e I BellSouth Box i Fnd 5/8" Light nPole i' IRC +353 1 onc. Utility Boxes I Asphalt � oo °I Pavement i 1 d'- I I R =50.00 � D -490 2315511" ") P.C.P. Am43.11' FINISH FLOOR RELATIONSHIP (0.00 aoe,'. <� RIDGE LINE ELEVATION= (P)27.77 (M)27.87 , EMERALD ROW �° (Public Roadway) CHIMENY ELEVATION= (P)31.06 (M)30.99 ADDENDUM: 4• II -22 -04 SLAB SPOT SURVEY. 8. 7.07 -31 -06 ASBUILT LOT GRADES -" 3. 10 -22 -04 FORMBOARD SURVEY. 2. 07 -21 -04 ADD PROPOSED SEPTIC + REVISE DRIVEWAY. 6.04 -12 -06 ASBUILT RIDGELINE AND CHIMENY ELEVATIONS.____ I. 07 -14 -04 PROPOSED PLOT PLAN. 5.11 -22 -05 FINAL SURVEY. RAGE R, PALBICKE & ASSOCIATES, INC. PLACE AU SOLEIL PROFESSIONAL LAND SURVEYORS 3850 N.W.BOCA RATON BLVD. SUITE 3, BOCA RATON, FLORIDA 33431 SCALE: I "= 25' BOUNDARY SURVEY DATE: 10 -14 -03 SHEET 2 OF 2 SHEETS PHONE: (561) 395 -3600 FAX: (561) 395 -2237 , C AGER, PALBICKEX ASSOCIATES, INC, ! : PROFESSIONAL LAND SURVEYORS Certificate of Authorization L.B. No. 6772 PLATTING c'ONDOMINIUMS - LAND DEVELOPMENT - CONSTRUCTION LAYOUT - BOUNDARY - TOPOGRAPHIC 270 South (eiitnI Bot-devarci, SLtite 205, Jupiter, Florida 33458 Phone: (561) 427 -0990 Fax: (561) 427 -0996 its: LT> 4! P:: 1• ALUMOtYY. iYR• NpMC //%1'l@11'S.Y!rvinaua"vwi -..p •r.,o.•;mrncc- mar•_"• _ _ _ _ __mss_.— _____ —_._ MAP OF SURVEY Legal Description: Lot 60, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. TOGETHER WITH: A portion of Lot 61, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in Plat Book 27, Page 69 of the Public Records of Palm Beach County, Florida. More particularly described as follows: BEGIN at the Northeast corner of said Lot 61; thence S.53 044'25 "W,, along the East line of said Lot 61, a distance of 78,63 feet; thence N.13 008'20 "E., a distance of 58.33 feet to the North line of said Lot 61; thence S.76 151'40 "E., along the North line, a distance of 50.00 to the POINT OF BEGINNING. (Bearings are based upon an assumed meridian along the centerline of Avenue Au Soleil, as shown on the Plat of "PLACE AU SOLEIL", as recorded in Plat Book 27, Page 69 of the Public Records of County, Florida, having a bearing of N.00 100'00 "E.). Site Data: 1.) Flood Information: PLACE AU SOLEIL I Job No.: PAS60 I Date: October 13, 2003 1 Sheet 1 of 2 Sheets F: \H WAproj\ DOCfiles\ P \PlaceAuSoleil \LOt60WPart61.doc Community No: 125109 Firm Zone: A5 Panel No.: 0001 Base Flood Elevation: +7.0 Suffix: D Lowest Floor Elevation: +9.51, Gar. = +8.76 Date of FIRM: September 30, 1982 Highest Adjacent Grade: +8,8 2.) Benchmark: Palm Beach County Benchmark: Disk in concrete at the intersection of US -1 and Gulfstream Blvd. in the NW quadrant. 3,) Address: 4.) Area of this Site is: 21719 Square Feet. This survey is certified to the following: 1. Emerald Row, LLC, A Florida Limited Liability company 6. 2. Hazben, Inc., an Illinois corporation, its successors and /or assigns 7. 3. Jeffry A. Levine, P.A. 8. 4. Attorneys' Title Insurance Fund, Inc. g, 5. Reliance Title Company 10, Notes: Legend: 1.) Elevations when shown refer to the National Geodetic Vertical Datum (N.G.V.D.). of 1929. 2) This firm has made no attempt to locate footings and /or foundations or other underground improvements (unless B/L or @ C/L or q Base Line Centerline otherwise noted). EID - Catch Basin 3) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as L (g As -Built Elevation easements, rights -of -ways, reservations, etc., such information should be obtained and verified by others through x�' Proposed Elevation appropriate title verification. - Edge of Water 4.) This drawing is the property of Huger, Palbiche & Associates, Inc. and was prepared for and certified to the party U-- Flow Direction and /or parties indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in 0� Fire Hydrant part without written authorization. s Sanitary Manhole 5.) All Iron Pipes /or /Rods and Nails & Discs, set by this Firm, set with Cap /or/Disc with L.B. No. 6772. Qn Storm Drainage 6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted). Manhole Abbreviations: DIA., = DIAMETER L.E. = LANDSCAPE EASEMENT P.0 C. = POINT OF COMMENCEMENT A= DRAIN. = DRAINAGE L.M.E. = LAKE MAINTENANCE EASEMENT =ARC LENGTH EASE. =EASEMENT L.P. = LIGHT POLE P.O.T. R= = POINT OF TERMINATION A/C B C.R. = AI13 CONDITIONER E.O.W. = EDGE OF WATER (M) =MEASURED = BROWARD COUNTY RECORDS EL. = ELEVATION M.H. = MANHOLE tRlW = RADIUS BLDG (C) = BUILDING ELEC = ELECTRIC N.T.S. = NOT TO SCALE = CALCULATED S.D. = R GHOT OF WAY = STORM DRAINAGE CATV C.B. F = FINISHED FLOOR N &D = NAIL & DISK =CABLE T.V F.H. FI =FIRE HYDRANT IJ &T =NAIL &TAB = SEC. S.S. = SECTION = SANITARY SEWER CBS CATCFI BASIN FPL = FLORIDA POWER & LIGHT O.R.B. = OFFICIAL RECORDS BOOK = CONCRETE BLOCK & STUCCO GAR. =GARAGE P.B. = PLAT BOOK STA. = STATION CH. C.LF = CHORD FND = FOUND P.B.C.R. = PALM BEACH COUNTY RECORDS = CHAIN LINK FENCE INV Svc. TEL. = SERVICE = TELEPHONE (BELLSOUTH) COL. CONC =INVERT PG. = PAGE = COLUMN I P = IRON PIPE PROP. =PROPOSED = CONCRETE T.O.B. TYP. = TOP OF BANK = TYPICAL D= I P C. = IRON PIPE & CAP PAVE. = PAVEMENT = DELTA (CENTRAL) ANGLE I R. = IRON ROD P.C.P. = PERMANENT CONTROL POINT U.E. UTIL. = UTILITY EASEMENT = UTILITY (D) D.E = DEED I RC = IRON ROD & CAP P.R.M. = PERMANENT REFERENCE MONUMENT = DRAINAGE EASEMENT LAT = LATERAL P.O.B. W.M. = WATER METER = POINT OF BEGINNING WV. = WATER VALVE Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for surveys as contained in Chapter 61G17 -6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Not Valid Unless Signed and Embossed — - 7j—` —'— with the Raised Seal of the Attesting Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Florida Registered Professional Land Surveyor Date of Last Field Work: 7/31/2006 PLACE AU SOLEIL I Job No.: PAS60 I Date: October 13, 2003 1 Sheet 1 of 2 Sheets F: \H WAproj\ DOCfiles\ P \PlaceAuSoleil \LOt60WPart61.doc &50r 5/4/0,/ Town of Gulf Stream L .tM �,�� Address: 9 S r iyn �1 6µP PART 1. APPLICATION REQUIREMENTS To be completed by Town Staff during pre- application conference. A. Review and Approval Processes ❑ 1. N. Ocean Overlay Permit 0 2. Land Clearing Permit ❑ 3. Annexation Review ❑ 4. Comprehensive Plan Text Amendment Review 0 5. Demolition Permit ❑ 6. Future Land Use Map Change Review ❑ 7. Administrative Appeal ❑ 8. Zoning code Text Amendment Review R. Application Materials '/x' 1zoi bra rl ❑ 9. Sign Review X 10. Site Plan Review, Level III ❑ 11. Site Plan Revision X 12. Special Exception Review_ off✓ loo SF' 0 13. Subdivision Review t'R'- ❑ 14. Variance Review ❑ 15. Rezoning Review ❑ 16. (Other) NUMBER OF COPIES REQUIRED APPLICATION MATERIAL 1 1. Completed Development Application ► 2. Fee of LL)a + LOO + 3 -o' r3. General Location Map (on site Plan) _jy n- 4. Site Plan (2 full size, 15 reduced to 11 x 17 *) J j 17 5. Building Elevations (2 full size, 15 reduced*) 17 6. Floor Plans (2 full size, 15 reduced *) 17 7. Roof Plans (2 full size, 15 reduced *) n 8. Perspective and /or Color rendering (Recommended for meeting) 1 9. Drainage Plan (if altered) 17 10. Landscape Plan (2 full size, 15 reduced *) -��- J 11. Septic Tank Permit /V (� 12. DOT Driveway Permit (if on Al A, for any alterations to drive) N 13. DOT Landscape Permit (Al A) 17 14. Survey (11" x 17 ") ff 15. Subdivision Plat �� Ik 16. Concurrency Documents 1 17. Proof of Ownership (warranty deed) 3- 18. Agent Affidavit 1 19. List of Adjacent Propert wners 3 -19 Env opes 20. Property owners withi 25' 00' (stamped addressed envelopes, no return address) _ 3'/� 1 21. Property Owners Affidavit /9 1 Set 22. Photos of Existing Home (if applicable) 11 23. Construction Traffic Management Plan N raj D . 11- u1L1N1c' WfJ[Wa vi a urawnrtY are reyuireu, two copies snau De an original tull size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 11" x 17 ". Please refer to the instruction for more detailed information. Application for Development Approval, Form ADA.32000 Page 1 November 2001 GATOR ENGINEERING CONSULTANTS, P.A. ------------------------------------------------------------------------------------------------------------ - - - - -- August 11, 2006 Town of Gulf Stream Building Department Subject: Drainage Certification 955 Emerald Row Gulf Stream, FL Building Official: I hereby certify, upon a visual inspection of site and review of the as-built survey, all the components of the above referenced project have been constructed in conformance with the designed plans and specifications. I hereby affix my seal this 10 day of August 2006. If you have any questions or require any additional information please contact me at your convenience. s Signature &, Seal Regina Bobo - Jackson, P.E. FL Registration No. 38550 copy: Ellemar Enterpries 8910 MIRAMAR PARKWAY, SUITE 208 - MIRAMAR, FL 33025 -4188 TEL: (954) 704 -8600 - FAX: (954) 704 -8151 www.gatorengineering.com An Equal Opportuniq Employer GATOR ENGINEERING CONSULTANTS, P.A. August 11, 2006 Town of Gulf Stream Building Department Subject: Drainage Certification 955 Emerald Row Gulf Stream, FL Building Official: I hereby certify, upon a visual inspection of site and review of the as-built survey, all the components of the above referenced project have been constructed in conformance with the designed plans and specifications. I hereby affix my seal this 10 day of August 2006. If you have any questions or require any additional information please contact me at your convenience. Regina Bobo- Jackson, P.E. FL Registration No. 38550 copy: Ellemar Enterpries 8910 MIRAMAR PARKWAY, SUITE 208 - MIRAMAR, FL 33025 -4188 TEL: (954) 704 -8600 - FAX: (954) 704 -8151 www.gatorengineering.com An Equal Opportunity Employer August 22, 2006 To The File: 955 Emerald Row C/O not approved until: 1. Landscape Plan Completed 2. As Built Elevations Drawings indicating changes made. 3. Rear elevation window and doors divided as approved. 4. Only two (2) garage doors shall be visible from front. Presently, three (3) garage doors are visible from the front. Corrective action required. Bill Thrasher ELLEMAR E N T E R P R I S E S Town of Gulfstream Building Department 100 Sea Road Gulfstream, FL 33483 RE: 955 Emerald Row, Gulfstream, Florida Repair Bond Dear Sir or Madam: Upon approval of the final inspections by Mr. Thrasher, we hereby request return of the repair bond on the above referenced property. Please feel free to contact me with any questions at 954.603.0500. Only the Best! Ellemar Enterprises, Inc. Michael off, CPA CFO Real Estate • Construction Management • Development • CG- C037576 11555 Heron Bay Boulevard, Suite zoo • Coral Springs, Florida 33076 • Tel: 954- 603 -0500 • Fax: 954-603-0501 www.ellemar.com FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Daaes 1- 7. O.M.B. No. 3067 -0077 Expires December 31, 2005 SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: BUILDING OWNER'S NAME Policy Number Emerald Row LLC BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 955 Emerald Row CITY STATE ZIP CODE Gulf Stream Florida 33483 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 60 and a Portion of Lot 61, "PLACE AU SOLEIL ", according to the Plat thereof, as recorded in P.B. 27, Pg. 69 of the Public Records of P.B.C. FL. BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Residential LATITUDE /LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: H GPS (Type): ( or ##.# °) ® NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map LJ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE 125109 Town of Gulf Stream Palm Beach County Florida B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL 68. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER +8 76 DATE EFFECTIVE /REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 125109 -0001 D June 2, 1992 September 30, 1982 A5 +7.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): N/A B11. Indicate the elevation datum used for the BFE in B9: M NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): N/A B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ®No Designation Date: NIA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR /A, AR /AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3a -i below according to the building diagram specified in Item 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 measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD -1929 Conversion /Comments Palm Beach County Benchmark System Elevation reference mark used N/A Does the elevation reference mark used appear on the FIRM? ❑ Yes No ❑ a) Top of bottom floor (including basement or enclosure) +9 51 ft. (m) ❑ b) Top of next higher floor +18 5 ft. (m) �, ❑ c) Bottom of lowest horizontal structural member (V zones only) N/A ft. (m) N ❑ d) Attached garage (top of slab) +8 76 ft. (m) 0 o ❑ e) Lowest elevation of machinery and /or equipment w cc servicing the building (Air Conditioning Unit Slab) +8 9 ft. (m) ❑ f) Lowest adjacent grade (LAG) +8 6 ft. (m) E ❑ g) Highest adjacent grade (HAG) +8 9 ft. (m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent 0 C ❑ i) Total area of all permanent openings (flood vents) in C3h 0 sq. in. (sq. cm) J License No. 5061 -Pri1 19, 2006 Ft M-NA /!�► �mMA SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER Thomas R. Palbicke 5061 - State of Florida TITLE COMPANY NAME Vice President MGEA PALBICAE &ASSOCIATES, INC ADDRESS CITY STATE ZIP CODE 270 South Central Boulevard, Suite r 205, Jupiter, Florida 33458 SI DATE TELEPHONE April 19, 2006 (561) 427 -0990 FEMA Form 81 -31, January 2003 Replaces All Previous Editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 955 Emerald Row CITY STATE ZIP CODE Company NAIC Number Gulf Stream Florida 33483 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ❑ Check here if attachments 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 Items E1 through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must-be completed. ( N/A) E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is fL(m) in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade if applicable.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.(m) in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on the front form. E4. The top of the platform of machinery and /or equipment servicing the building is ft_(m) in.(cm) ❑ above or ❑ below (check one ) the highest adjacent grade. (Use natural grade if applicable.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only) and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. This statement in Sections A, B, C, and E are correct to to the best of my knowledge. ( N/A ) PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. ( NIA ) G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE /OCCUPANCY ISSUED G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces All Previous Editions TOWN OF GULF STREAM SITE DATA TAKE Gross Lot Area Zl JI V� sT. Effective Lot Area FAR Calculations EXISTING DEMO P7(, NET 18 Floor Living Ceilings over 15' double 2° Floor Living 1St Floor Covered (porches, overhangs > 21/2' 2° floor Covered Awnings > 3' and screen encl. 0% Garage Gross Floor Area Out Buildings Total Floor Area Pro osed First 20,000 X.33 6C00 tg: Over 20,000 X.20 I-A-k s. Total Allowable FAR Per Manual 0 445• Total Hardscape Area Required Landscape Area (lot size x 40 %) 081 Ste' Actual % Landscaped Open Space Area I oRECEIVEDip MAR 16 2004 Town of Gulf Stream, - L i Palm Beach County Property Appraiser Property Search System Page 1 of 2 Property Gary R. Nikolits, CFA Palm Beach County f Public: Access System Home Property Information Search Location Address: EMERALD ROW " 5h,ory dap„ Search Result Municipality: CITY OF GULFSTREAM Property In ormatiftrcel Control Number: 20- 43- 46- 04 -22- 000 -0600 Owner Info mation Subdivision: PLACE AU SOLIEL Structural Metail Official Records Book: 16150 Page: 942 Sale Date: Nov -2003 Extra Features Legal Description: PLACE AU SOLEIL LT 60 & TRGLR PARCEL IN NE COR OF LT 61 IN Land Detai OR1413P492 Tax Detail Owner Information Print Information Name: EMERALD ROW LLC Propertyi Appraiser Mailing Address: 11555 HERON BAY BLV # 200 POMPANO BEACH FL 33076 3362 -2003 Certified Appraisal Improvement Value: $0 Number of Units: Land Value: $671,000 * Total Sq. Ft: Market Value: $671,000 Acres: Use Code: 0000 Description: VACANT * in residential properties may indicate livii W area. Structural, Extra.... Land---' Luuj Vel Ell leu I dx Ad Valorem: $13,123.01 fax calculate Non ad valorem: $0.00 Total: $13,123.01 retail... \AAA A__J A_ cvv� ke.ru11eu Assesseu a Idxdu1e values Assessed Value: $671,000 Exemption amount: $0 (2003 Exemption) Taxable: $671,000 Exemption Information Unavailable. C_ L_ _t! V 41YJ II II VIIIIp HIV 11 Sales Date Book Page Price Instrument Nov -2003 16150 942 $1,225,000 WD Jun -2001 12817 400 $487,500 QC Oct -2000 12137 1514 $650,000 WD Mar -1980 03256 0029 $190,000 WD Jan -1979 03035 0252 $100 00 Jan -1978 02848 0941 $119,000 Jan -1977 02744 1912 $69,000 Print Information Owner EMERALD ROW LLC REMMERDEN BENSON BLDR INC EGAN MURIEL http: / /www.pbegov.com/ papa /main/detail_info.asp ?p_entity= 20434604220000600 2/24/2004 sens eaiumi 'wv3alS =rinE) 'adoa d3S 00G Wal papuoq u ,t}7� �yy ..saltdi3=,, CION 1/ 9 /;InupgJB /Suojddu /auuon,CX /SW allapnp uegcf - / Coo Z p� �✓ �S�2IIdX� NOISSIY�IY�iO� AY�I �OI'I�d A2i�,L0 is 0z' -%P" ,Qvq d0 Avc Z I SIH.I. 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