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004-5 Large Plan
of PrC Shaun Omar & Mark Quigley All ideas, designs, arrangements and plans indicated or represented by this drawing, are owned by and property of this office. They were cre• Z Lated, evolved and developed for use on and in connection with.the specified project. None of such. ideas, designs, arranipments or plans 'Jun shall be used by, or disclosed to any person, firm or corporation without written Permission from Decoscapes, Inc. This plan is for the sole Pur- Pose of Presenting our job to the customer, it is not for bidding pur- poses- PMNTPMT NO. 186A - 2406 r/ ka • A 0 ,MNhk,6, 00' WIJ JIMA ft%o� 5%op,43r, 4M (Y 0 6' 00 ---IN IIII-S-4 0 0 0 F" rA 0 lb 11 Ll 404- Plant and Material List QUANTITY BOTANICAL / COMMON NAME 2 Phoenix canariensis - Canary Island Date Palm (F. F.) matched 12 Cocos nucifera - Coconut Palm `Green Malayan' 6 Cocos nucifera - Coconut Palm 'Green Malayan' 1 Bismarckia nobilis - Bismarck Palm 6 Ptychosperma elegans - Alexander Palm (sgl) 2 Ptychosperma elegans - Alexander Palm (tpl) 2 Tabebuia caraiba - Silver Trumpet Tree 2 Tabebuia heterophylla - Pink Trumpet Tree 1 Rhapis excelsa - Lady Palm (multi) full 2 Phoenix roebelenii - Pygmy Date Palm (multi) 4 Podocarpus Topiaries (3 balls) 1 Rhapis excelsa - Lady Palm (multi) full 40 Crinum augustum 'Queen Emma' 3 Zamia maritima - Cardboard Palm 3 Hibiscus std. 14 Bougainvillea - purple 2 Bougainvillea - purple 2 Trachelospermum jasminoides - Confederate Jasmine 35 Pittosporum tobira 'Variegata' 100 Ixora Nora Grant' 80 Ficus microcarpa 'Green Island' 160 Rhaphiolepis indica- Indian Hawthorn 130 Schefflera arboricola Trinette 50 Euphorbia milii' Rosy' Dwarf Crown of Thorns 110 Seasonal color 6 Concrete pots for Bougainvilleas on patio 2 Cap Rock Boulders (fancies) Cypress Mulch Gracie B+ / White River Rock (small 112 ") Soil for Backfilling / Potting soil for annuals and Canary Islands 1fr ) and Terra -sorb soil additive pmq-r P. kt .� .M ,53 SIZE 14'- 16' ct 25'- 28' o.a 16'.20' wd. T- 10'wd. 20' - 25' o.a 14' -16'oa 16'. 20' o.a 16' -20'oa 16'. 20' o a 4'- 6' o a 4'- 6' o.a 6' -To.a 4'- 6' o.a 3'- 4' o.a 3'x4' 4' -5'o.a 10' o.a 20' o.a 15 gal. 3 gal. 3 gal, 3 gal. 3 gal. 3 gal. 3 gal. 4" LANDSCAPE NOTES: 1. All plant material shall be Fl. #I, or better, as given in the current Florida Qudes and Standards for Nursery Plants. All plant material shall be true to name and size, as per Fl. Grades and Standards. Plant materials which do not meet, or exceed these standards will not be accepted. 2. Quantities, sizes and location of plants will be determined by the plan. Sizes of the specified plant material shall take precedence over the container size. Quantities shown on the materials schedule are to be used as a guideline. The landscape contractor shall be responsible for the actual quantities on the plan. The plans shall take precedence over the material schedule. 3. No substitutions shall be made without written consent prior to installation. 4. Planting soils shall consist of 50% sand / 50% muck (or other approved compost material) and shall be clean and free of debris. Trees shall be installed with a minimum of 8' on sides and bottom of root ball. Shrubs, plants and groundcovers shall be installed with a minimum of 4' on sides and bottom of root balls (see planting derails). 5. Milorganite, or equal fertilizer, shall be applied to all plantings as per manufacturers specifications. 6. All trees & palms shall be mulched with a 3' diameter circle, 3' minimum depth. All planting beds shall re• ceive 3' finished depth, mulch upon completion of planting process. Mulch should be Cypress grade B+ ( unless otherwise stated in materials list). 7. All plants shall be planted at soil levels which they were previously grown. 8. All plant materials are to be watered -in immediately after planting, so as to remove all air pockets. All plant material is to be hand - watered for a minimum of 1 week after installation, and thereafter as required. Con- tractor shall advise the owners of any additional hand - watering requirements. 9. Contractor shall notify S.U.N.S.H.I.N.E. (1.800432.4770) for locations of existing utility lines 48 hours prior to beginning any work. Contractoi shall verify locations of all utility lines and easements prior to com- mencing any work Excavation in the vicinity of underground utilities shall be undertaken with care and by hand, if necessary. The Contractor bears full responsibility for this work and disruption or damage to uti6 ties shall be repaired immediately at no expense to the owner. 10. All planting shall be installed in a sound, workmanlike manner and according to good planting procedures. Installation shall include watering, weeding, fertilizing, mulching, selective pruning and removal of refuse and debris on a regular basis until final approval. All landscape shall be installed in compliance with all local codes. 11. All trees are to be staked or guyed to provide ample support such that materials remain straight and true in an upright position through the guarantee period. Staking and guying shall be performed at the option of the contractor, except where required by code. However, the landscape contractor shall responsible for all trees and palms remaining straight and true through the guarantee period. In the event that a tree or palm shifts after it has been properly staked or guyed, the landscape contractor shall not be held responsible. 12. All sod shall be "Floritam' unless otherwise specified. Sod shall be dense, green, well rooted and free of de- bris, weeds, disease or insects. Sod is to be watered to a depth of 3' immediately after installation. Grades are to be raked smooth, and all debris removed prior to installation. 13. All trees, palms, plants and groundcover are to guaranteed for a period of 90 days after the date of comple- tion. 14. Potting mix to be installed before installing any annuals. 15. The plan shall take precedence over the plant list, should there be any discrepancy between the two. 16. Removal of any debris from the landscape project, shall be removed by the landscape contractor POINT AT WHICH SPEGIFIEP OVERALL SHRUIB HEIGHT i8 ME ©SlJti�� - - - -- REMOVE PAPER PLASTIC, OR METAL CQNTAINER THAT MAY BE AROUND ROOT. IF BALLED 4 15URLAPP1ED, REMOVE ONLY TOP 1/3 OF AP EARTH SAUCER FINISH GRADE � dm 15 ILL MIXTURES V3 SAND, 11 V3 PEAT HUMUS, 1/3 TOPSOIL I I I -1 I I I I—I 11_1 I1-�l I I—Tl ITI I I �. r�I1XTU>r , I_^ 1==1 I I�� i---I LI. ITi III` --I 11 I I' EXISTING RISE COMPACTED MOUND OF 5ACKFILL MIXTURE PLANT PIT TO 155 I In TI1,o*6 THE DIAMETER OF THE -PLAIT SAL L 5HRU15 4 CO A T POINT AT WHICH O.A. HEIGHT 15 MEASURED POINT AT WHICH C.T. OR P.T.__,______ HEIGtHT$ ARE MEASURED POINT AT WHICH C.IU OR G.W HEIGHT$ ARE MEASURED NO, SCRAPED OR SCARRED TRUNKS MINIMUM 3 t'2" X 4 "i WOOD BRAC96 NAIL. INTO 15ATTENS WnOP NAILS FERTILIZE UATH 101%, MILOWJANM REMOVE TOP 1/3 OF ISURLAP 1; r� by ���• � r r I�� \ COMPACTED MOUND OF _ 1 rr PLANT PIT 1 1 TO 515 1 1/2 TIMES THE DIAMETER OF THE PLANT 15ALL pALM FL ANTtW____7 DETAIL _ -_TIE FRONDS W/15URLAP TO PROTECT 15UD SECURE BATTENS W/ 1 -5/4" HW CARBON STEEL BANDS TO HOLD BATTENS IN PLACE PURIMI PLA IM PROJECT. DO NOT NAIL 6ATTi:NB TO ,PALM. HEIGHT OF 5ATTENS SHALL 5E LOCATED N RELATION TO THE HEW OF THE PALM FOR ADEa AATE BRAGNG STEEL 15AND b (2 %A X16 6) WOODBATTD6 5 LAYERS OF 5URLAP • - POINT AT WHICH 5PECIFE0 TREE SPREAD 15 MEASURED 1 __ :a O .) V "H S► N E RANCHES 15Y 1/3 TOTAL MAS a [, POINT AT WNiCH SPECIFIED TAIN NATURAL FORM, NO PRUNW4 SHALL -- --� --� �' OVERALL TREE HEIGHT IS t�A5URED BE DONE PRIOR TO INSTALLATION AND BALL BE APPROVER I5Y LANDSCAPE �-:. ��` �� �y CHITECT d. f Cl � n u '4 4 � TREE CALIPER SIZE SHALL RE. a �JA MEASURED AT 6" A50VE GRADE UP TO 4 INCL. " CAL. AND 12" ABOVE G4E FOR LARGER REINFORCED'RU@6ER HOSE CALIPER TREES 1 r ' ®Q J SHALL EXTEND 2" BEYOND TRUNK ORANGE "DUCKBILL" GUYING SYSTEM MULCH TYPE AND THICKNESS ON - J ' PLANT LIST ., /--FERTILIZE WITH "MILORGANITE" PER REMOVE TOPS 1/3 OF AP ---__ -- KITTEN SPECS. FINISH L - EARTH SAUCER ___ I Imo; I � B3 SANR 1/ PEAT ARIUS, I (, � I� �! I _ � II I Ia �_ ___ ._- ExISTING SULiGRADE 143 TOPSOIL I I I I -=III -I I ( =III (�'`- ..._ ... cor1PAGTED MOUND OF I -1iI I I �- I► r iii 6ACKFILL MIXTURE PLANT PIT TO BE 2 V2 TIMES THE DIAMETER OF THE PLANT BALL TSEE FL ANTINa DETAI 004-5' AR , . HAGER, PALBICKE & ASSOCIATES, PROFESSIONAL LAND SURVEYORS w Certificate of Authorization L.B. No. 6772 PLA'IT'ING - CONDOMINIUMS - 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 1'0GMPHIC Fax: (561) 395 -22 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.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 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: part without written authorization, Community No: 125109 Firm Zone: A5 5.) All Iron Pipes/or /Rods and Nails & Discs, set by this Firm, set with Cap /or /Disc with L.B. No. 6772. Panel No.: 0001 Base Flood Elevation: +7.0 6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted). Suffix: D Lowest Floor Elevation: Manhole Abbreviations' DIA.. =DIAMETER LE. = LANDSCAPE EASEMENT Date of FIRM: September 30, 1982 Highest Adjacent Grade: = POINT OF COMMENCEMENT 2.) Benchmark: Palm Beach County Benchmark: Disk in concrete at the intersection of US -1 and Gulfstream Blvd. in the NW = POINT OF TERMINATION quadrant. R= 3.) Address: Emerald Row, Delray Beach, Florida RNY 4.) Area of this Site is: 21719 Square Feet. S.D. This survey is certified to the following: F.F. = FINISHED FLOOR N &D = NAIL & DISK CATV. = CABLE T.V. 1. Emerald Row, LLC, A Florida Limited Liability company 6. F.H. = FIRE HYDRANT N &T = NAIL & TAB C.B. = CATCH BASIN 2. Hazben, Inc., an Illinois corporation, its successors and /or assigns 7. FPL = FLORIDA POWER & LIGHT O.R.B. = OFFICIAL RECORDS BOOK C.B.S. = CONCRETE BLOCK & STUCCO GAR. -GARAGE P.B. = PLAI" BOOK 3. Jeffry A. Levine, P.A. 8_ CH. = CHORD FND. -FOUND Pa.C.R. = PALM BEACH COUNTY RECORDS 4. Attorneys' Title Insurance Fund, Inc. 9, C.L.F. = CHAIN LINK FENCE INV -INVERT PG. =PAGE 5. Reliance Title Company 10, COL. = COLUMN I.P. =IRON PIPE PROP. = PROPOSED Notes: Legend: 1.) Elevations when shown refer to the National Geodetic Vertical Datum (N.G.V.D.). of 1929, B/L or % - Base Line 2.) This firm has made no attempt to locate footings and /or foundations or other underground improvements (unless C/L or CZ Centerline (D) =DEED I.R.C. = IRON ROD & CAP P.R.M. = PERMANENT REFERENCE MONUMENT otherwise noted). ® Catch Basin 3.) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as L +� 1 �c� As -Built Elevation Surveyor's Certification: I hereby certify that the attached 'Map of Survey' complies with the 'Minimum Technical Standards' for easements, rights -of -ways, reservations, etc., such information should be obtained and verified by others through ��' _ Proposed Elevation appropriate title verification. 1� Edge of Water 4.) This drawing is the property of Hager, Palbicke & Associates, Ina 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, sQ 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. (,o 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 P.O.C. = POINT OF COMMENCEMENT DRAIN. = DRAINAGE L.M.E. = LAKE MAINTENANCE EASEMENT A= =ARC LENGTH P.0 T. = POINT OF TERMINATION EASE. -EASEMENT L.P. = LIGHT POLE A/C = AIR CONCITIONER E.O.W. = EDGE OF WATER -MEASURED R= = RADIUS B.C.R. = BROWARD COUNTY RECORDS M EL. = ELEVATION M.H. = MANHOLE RNY =RIGHT OF WAY BLDG. = BUILDING ELEC. = ELECTRIC N.T.S. = NOT TO SCALE (C) = CALCULATED S.D. - STORM DRAINAGE F.F. = FINISHED FLOOR N &D = NAIL & DISK CATV. = CABLE T.V. SEC. - SECTION F.H. = FIRE HYDRANT N &T = NAIL & TAB C.B. = CATCH BASIN S.S. = SANITARY SEWER FPL = FLORIDA POWER & LIGHT O.R.B. = OFFICIAL RECORDS BOOK C.B.S. = CONCRETE BLOCK & STUCCO GAR. -GARAGE P.B. = PLAI" BOOK STA. Svc. = STAT+ON = SERVICE CH. = CHORD FND. -FOUND Pa.C.R. = PALM BEACH COUNTY RECORDS TEL. = TELEPHONE (BELLSOUTH) C.L.F. = CHAIN LINK FENCE INV -INVERT PG. =PAGE T.O.B. = TOP OF BANK COL. = COLUMN I.P. =IRON PIPE PROP. = PROPOSED TYP. =TYPICAL CONC. = CONCRETE I.P.C. = IRON PIPE & CAP PAVE. =PAVEMENT U.E. = 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 P.R.M. = PERMANENT REFERENCE MONUMENT W.M. = WATER METER D.E. - DRAINAGE EASEMENT 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 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\DOCfiles\P\PlaceAuSoleil\Lot6OwPart6l.doc es POIN7 OF BEGINNING N.E Corner L,�, 61 N1,1 F�n'd Disk Nail LB -69X CJ0 Fnd Nail n' •Disk , l' - '5 , 3 g � o C.;' 0 al C" 0 1� "a el� 01 LOT 61!' Set 5/8" r. IRC 0 r a LLJ U to C\4 0 Q 0 MAP OF Z5L R-50.00' — D-900 00,00- A-78.54' ' (-4.82) LOT 60 VACANT (•7.9) -R-50.00, D•53' 28'05" A-46.67' water Mete I r., VIP, Fnd IR in Conc CATV 8 Y, 0& I BellSouth Box Conc. i Fnd 5/8" Light Pole i IRC -353 If Asphalt 13-- Conc. Utility Boxes of Pavement R-50.001 6'641 I P. cp D-490 23'55.... A-43.11' "o� EMERALD ROW ADDENDUM- (Public Roadway) Nail Disk -6439 ;UBJECT ROPERTY dAP: C) 10" Conc. Seawall j ,.4.87) LOT 59 =0"Is 3. — 7 2. 6. HAGER, PALBI-CKE & ASSOCIATES, INC PLACE AU SOLEIL PROFESSIONAL LAND SURVEYORS SCALE: I BOUNDARY SURVEY .3850 N.W.BOCA RATON BLVD. SUITE 3, BOCA RATON, FLORIDA 33431 — PHONE- (561) 395-3600 FAX: (561) 395-2237 DATE: 10-14-03 1 `�HEET 2 OF 2 SHEETS EMERALD ROW, LLB LOS BD PLACE AU SI'JLEIL TOWN OF GULF STREAM PALM BEACH COUNTY FLORIDA D o \ � 0 ul xz �� 0'u� 00 Uim m 0 70 co m -4 wz tv0 --� 1 m 3 m0 1 ° EMERALD ROW, LLB LOS BD PLACE AU SI'JLEIL TOWN OF GULF STREAM PALM BEACH COUNTY FLORIDA w : \DOCUMENTS AND SETTINGS \BRUMMER \MY DOCUMENTS \03_3324 SPEC ELLEMAR \01_SITE.DWG, 4/5/2004 10:17:51 AM, HP DESIGNJST`50 S 42 BY HP l 4 ,, ,_ ANY MANNER. THESE DOCUMENTS SHALL SITE PLAN 0 FA z M P ol 1 ED Im NAP&Im- 9 ARCHITECT'S OWNERSHIP OF FLANS AND SPECIFICATIONS . PLANS, DESIGNS, trim BY THE CLIENT AND /O2 HIS AGENTS TO ANY THIRD PARTY FOR IXAI' C) w u . � O p � bi I M LiD w _ � �,> m z m f 1 In IFICATIONS ARE T14E INSTRUMENTS OF SERVICE AND ARE OWNED BY AMES DESIGN INTERNATIONAL AND THEY REMAIN THE SOLE AND EXCLUSIVE PROPERTY OF AMES DESIGN INTERNATIONAL AND MAY BE USED BY AMES DE91GN INTERNATIONAL FOR ANY PURPOSE WHATSOEVER, THE PLANE DESIGNS DRAWINGS AND SPECIFICATIONS ARE LOANED WILL THE CLIENT FOR THE PURPOSE RI BUILDING THIS PROJECT ONLY. THE PLANS, DESIGNS, DRAWINGS AND SPECIFICATIONS RA DRAWINGS A SHALL NOT BE DUPLICATED BY THE CLIENT AND /OR HIS AGENTS IN WHOLE OR IN PART IN THE PURP�AND INTENT OF COPYING AND /OR BUILDING THIS PARTICULAR PRLtIECT WITHOUT THE EXPRESS WRITTEN CONSENT � AMES DESIGN INTERNATIONAL THESE ENTS SHALL ONLY BE USED BY CLIENT AND /OR HIS AGENTS FOR THE BUILDING OF THIS PROJECT, COPYRIGHT INFRINGEMENTS , AMES DESIGN INTERNATIONAL WILL PROSECUTE ALL COPYRIGHT INFRINGEMENTS INVOLVING AMES DESIGN INTERNATIONAL'S PLANS, DESIGNS, DRAWINGS AND SPECIFICATIONS. PRELI MINARY DR1k46"84T iINGS EMERALD ROW, LLC LOT 60 PLACE AU 80LEIL TOWN OF GULF STREAM PALM BEACH COUNTY FLORIDA 1 (681) 274 -6444 AROHITECTURE Lip Momm AMES DESION INTERNATIONAL HOT= 0&-VA H PAW T F 4 II '11 —.J 1 1 o c W . = V O T I M C c u e n T n n v / o R M 1 5 A M T 5 F O R T H E B U I L D I N G O F T H I S P R O J E C T . C O P Y R I G H T I N F R I N G E M E N T S , A M E S D E S I G N I N T E R N A T I O N A L W I L L P R O S E C U T E A L L C O P Y R I G H T I N F R I N G E M E N T S I N V O L V I N G A M E S D E S I G N I N T E R N A T I O N A L ' S P L A N S , D E S I G N S , D R A W I N G S A N D S P E G I N " T I O N 9 . F L O O R P L A N P ' R E L 1 1 1 1 1 I N R Y D R N L T I m �� 0 w e - X �� ( 3 0 m e m w U , 6 m E M E R A L D R O W , L L C L O T 6 0 P L A C E A U 8 0 L E I L T O W N O F G U L F S T R E A M P A L M B E A C H C O U N T Y F L O R I D A ] ����' 1 - t ( 6 8 1 ) 2 7 4 - 8 4 4 4 I r R H I I T U R E L j m A M I I S E D E S I G N I N T E R N A T I O N A L 31 -6° u D_ r z bl M D m 11 Z D rOr Gl mp �mz d ND =zUrni —i DN rrno D z= aiio r D m Nr -o�;) Z °zM —i Z =D 0<6 d M z � � A -( D n >XM N r c: r 0 U) � Aim n O D<D O -� �mz _Z r z o a= (n D A X M A p - D (P D D 70� u � AD #D D z M rN �O �3 mm 0-4 .c No m # 70 %U 3 U zn 00 m0 > > -4v F In M ## O �\ ;-q r 7 m ° F D z o r O W L )��5D m (P NO Fr Fr r mr �� 3$ m -i3 �z zz Z 3 0_,� c O - �y z- ( � m z C11 (P -{ O -D zO D Ar r N x 70 � 2 M z --I A �°�r- 3 !_ m 70 -TI 70 � 3 m > D ° � 3 -n 7u 3 m O O -i m D r r rn rn Z r r � � - r r D ;{ Z M M o z n M 6) = D r n O p - D (P D D 70� u � AD #D D z M rN �O �3 mm 0-4 .c No m # 70 %U 3 U zn 00 m0 > > -4v F In M ## O �\ ;-q r 7 m ° F D z o r O C /u I� r d D 70 Ul -u UN D O 7U -4 r� OD 3 m 3411 I O < -� D r r -i (rp JDO itl M M 708 u N -) u M I f ,I A .210W 0 20M A' DERM NNE"iadNA_ ARCAITECI S OWNE12SWIP OF PLANS AND SPECIFICATIONS . PLANS. DESIGNS. DRAWINGS ANn gPPrIFfrA'rlr '% ARP TUM no a W-C eun A— n MM MY Anea n=-W tMPr M InMAI miser —A- rue cn a ev....e...e en weer ne A— nae... 1.eTeeuw-'—Al A— -A- ANY MANN'- -._._ ' -'- --- -.._.. - -_. __. ..._ . �.. �, __.�.._, ..,.,.,,,....,,..............,. ,.. ,.... �.,...,.... ,..... „� .,,......�..., ..._....�._, �.�......_ ._._ _. �...�..._.._ _.. -- —. __ . ER. THESE DOCUMENTS SHALL NOT BE SUBMITTED BY THE CLIENT AND /OR WIS AGENTS TO ANY THIRD PARTY FOR EXAMINATION AND /OR FOR TWE PURPOSE AND INTENT OF COPYING AND /OR BUILDING THIS PARTICULAR PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF AMES DESIGN I IONAL, THESE ONLY BE USED BY TWE CLIENT AND /OR 1415 AGENTS FOR THE BUILDING OF THIS PROJECT. COPYRIGWT INFRINGEMENTS . AMES DESIGN INTERNATIONAL WILL PROSECUTE ALL COPYRIGHT INFRINGEMENTS INVOLVING AMES DESIGN INTERNATIONAL'S PLANS, DESIGNS, DRAWINGS AND SPECIFICATIONS. FLOOR PLAN PRELIMINARY" DRAWINGS 0 ° OD cn Q W L )��5D m Mr NO Fr Fr r mr �� 3$ m -i3 �z zz Z - 0_,� c O - �y z- ( � z C11 (P -{ 6)> -D zO D Ar N r� m Ir- M =r <z O t r D ;{ C /u I� r d D 70 Ul -u UN D O 7U -4 r� OD 3 m 3411 I O < -� D r r -i (rp JDO itl M M 708 u N -) u M I f ,I A .210W 0 20M A' DERM NNE"iadNA_ ARCAITECI S OWNE12SWIP OF PLANS AND SPECIFICATIONS . PLANS. DESIGNS. DRAWINGS ANn gPPrIFfrA'rlr '% ARP TUM no a W-C eun A— n MM MY Anea n=-W tMPr M InMAI miser —A- rue cn a ev....e...e en weer ne A— nae... 1.eTeeuw-'—Al A— -A- ANY MANN'- -._._ ' -'- --- -.._.. - -_. __. ..._ . �.. �, __.�.._, ..,.,.,,,....,,..............,. ,.. ,.... �.,...,.... ,..... „� .,,......�..., ..._....�._, �.�......_ ._._ _. �...�..._.._ _.. -- —. __ . ER. THESE DOCUMENTS SHALL NOT BE SUBMITTED BY THE CLIENT AND /OR WIS AGENTS TO ANY THIRD PARTY FOR EXAMINATION AND /OR FOR TWE PURPOSE AND INTENT OF COPYING AND /OR BUILDING THIS PARTICULAR PROJECT WITHOUT THE EXPRESS WRITTEN CONSENT OF AMES DESIGN I IONAL, THESE ONLY BE USED BY TWE CLIENT AND /OR 1415 AGENTS FOR THE BUILDING OF THIS PROJECT. COPYRIGWT INFRINGEMENTS . AMES DESIGN INTERNATIONAL WILL PROSECUTE ALL COPYRIGHT INFRINGEMENTS INVOLVING AMES DESIGN INTERNATIONAL'S PLANS, DESIGNS, DRAWINGS AND SPECIFICATIONS. FLOOR PLAN PRELIMINARY" DRAWINGS 0 ° OD cn Q W L )��5D m -e nv � m �NO W 3$ m o° � m 7[1 EMERALD ROW, LLC LOT 60 PLACE AU ROLEIL TOWN OF GULF 8T �� V1i RE AM PALM BEACH COUNTY FLORIDA 1 (5161) 274 -6444 /hFxLk& M ARCHITECTURE E�T2o AMES DESIGN INTERNATIONAL QFEE! VAISP 208 D FAIiBU4-9449 004 -5 0 0 m M M Mr-T-1 r r e— lui 1(p r C.? m > > > > ul I ul =jr M M M M r r + + ip OlLp -=-A bi 11% lop r m r 4 m > I > Ul F Ili F 11 T III F I MuffmmmTgffm 1-7 mmmmm 0:01 00 1 01 t/ F- .11 V Ill Li MMFMI -4 oo.. F- V. q z z LJ 10. 0 now ETE:l no 0 L 00 -4 L z L ill ill Li &-dam z \J I —doKi I — — — — — — IN 00 Ei El 0 imm- I // K - / / 0 M M —j M -j M -j r r r + F-7 I I F--,. ul of s Xm ---------- ZZ Ir & T —7i 117 7�7 0 ____j== L-1 do Ll' 1 0 0 0 .................... .................... L—J I M M M r F !—;3 + + (P U) (P U) m r- p m > > > > ul —Z 'D V V et e. A-- --IAVW�J� �LIAI I M� FIF r'X]PLICATEn BY TWE CLIENT ANDIOR MIS AGENTS IN W14CLE OR IN PART II, 31 T OD 0 z (c AM =%M NTWIMTORAL ARCMITECT'S OWNERSNIP OF PLANS AND SPECIFICATIONS . PLANS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE T14E INSTRUMENTS OF SERVICE AND ARE OWNED By AMES DESIGN INTERNATIONAL AND THEY REMAIN THE SOLE AND EXCLU51VE FRDPEKTT OF Al-111-5 U=IGN INII:KNAIIUKAL AINIIJ MAT t3t: UDEW OT �= U=I�N IIXIMI—All�6 r�K �T "K— —I—V� ... �, =.—, -- �. — -- = ��s I ANY MANNER. T14ESE DOCUMENTS SMALL NOT BE SUBMITTED BY THE CLIENT AND/OR 141S AGENTS TO ANY T141RD PARTY FOR EXAMINATION AND/OR FOR TWE PURPOSE AND INTENT OF COPYING AND/OR BUILDING T141S PARTICULAR PROJECr WIT14OUT T14E M(PRESS WRITTEN CONSENT OF AMES DESIGN INTERNATIONAL T14ESE POCUMENTS S14ALL ONLY BE USED BY TWE CLIENT AND/ 141S AGENTS FOR T14E BUILDING OF TWIS PROJECT. COPYRIGWT INFRINGEMENTS , AMES DESIGN INTERNATIONAL WILL PROSECUTE ALL COPYRIGHT INFRINGEMENTS INVOLVING AMES DESIGN INTERNATIONALS PLANS, DESIGNS, DRAWINGS AND SPECIFICATIONS. BUILDINQ ELEVATIONS PRELIMINARY DRA NGS 0 AM =%M NTWIMTORAL ARCMITECT'S OWNERSNIP OF PLANS AND SPECIFICATIONS . PLANS, DESIGNS, DRAWINGS AND SPECIFICATIONS ARE T14E INSTRUMENTS OF SERVICE AND ARE OWNED By AMES DESIGN INTERNATIONAL AND THEY REMAIN THE SOLE AND EXCLU51VE FRDPEKTT OF Al-111-5 U=IGN INII:KNAIIUKAL AINIIJ MAT t3t: UDEW OT �= U=I�N IIXIMI—All�6 r�K �T "K— —I—V� ... �, =.—, -- �. — -- = ��s I ANY MANNER. T14ESE DOCUMENTS SMALL NOT BE SUBMITTED BY THE CLIENT AND/OR 141S AGENTS TO ANY T141RD PARTY FOR EXAMINATION AND/OR FOR TWE PURPOSE AND INTENT OF COPYING AND/OR BUILDING T141S PARTICULAR PROJECr WIT14OUT T14E M(PRESS WRITTEN CONSENT OF AMES DESIGN INTERNATIONAL T14ESE POCUMENTS S14ALL ONLY BE USED BY TWE CLIENT AND/ 141S AGENTS FOR T14E BUILDING OF TWIS PROJECT. COPYRIGWT INFRINGEMENTS , AMES DESIGN INTERNATIONAL WILL PROSECUTE ALL COPYRIGHT INFRINGEMENTS INVOLVING AMES DESIGN INTERNATIONALS PLANS, DESIGNS, DRAWINGS AND SPECIFICATIONS. BUILDINQ ELEVATIONS PRELIMINARY DRA NGS 0 L)JL 0 LTI m Lu W U) z K)o I m m m 0 3� M EMERALD ROW, LLC 0 m LOT 60- �"Q "NJ < PLACE AU SOLEIL TOWN OF GULF STREAM PALM BEACH COUNTY FLORIDA (561) 274-644 AMES I DESIGNI INTERNATIONAL HISTIONG DEL-CA PR D 203 D D El ��o ' �� t f i - i M o t o O ' N N F U ) i , I N N l t p o I > _ D I - D w D 0 l 3 o I D ) 0 3 I I I I I I + �� O O " ��p I I I N N I r n a - I r r w l t T j i _ m I o l t D o 3 0 �� 0 3 I I I = I f n I I ��n F - I ' I _ _ �%_ �� , a t e _ _ ��c _ _ _ - _ �� _ _ _ �� I - ��) ( n / I I - I I n l _ C ( _ ! f I I I 1 1 1 - 1 I L L 1 1 1 1 7 1 1 I I I ' n l - I n I I n ��l ��l n l ��l - ��i n n i n n ^ ! 1 ��' n n n n n I ( n l ^ I n l n l i �� - �� I ��L _ 1 n n I I 0 �� L I r n I I M m m _ n I 1 r n I r n i I I r n m m i L j n r _ n l - - - J L J r n I I I n n n c l - 4 I I o I I z ' I I I I n l - I �� I I I I I ���� I I n l n �� i n I I R M M C I I I I I ( I I I I I I 1 I I I I i J I I I I \ j I I I I I - ! I . _ 1 i I L , / / I L - - - - I I \ \ > P q j 1 i I , m i O I L I l l - ����. ��_ - �� I I I i i I I I I I I I I I I I I I I I I I S ��- + m �� ��_ , M o M - j M ��- �� + o + l o + l o + o O O N + . + I . + I + I �� f i r - N , L u a , N N p 1 o N N m _ �� N M i D i D i ' D W ' D o ' e r ��D ��' b ` ; ' ' y 0 3 0 ( D o 3 0 3 1 A N Y M A N N E R . 0 �� 4 A : �� ��I O J w L N O T E s u m . A R C H I T E C T ' S O W N E R S H I P O F P L A N S A N D S P E C I F I C A T I O N S . P L A N S , D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E I N S T R U M E N T S O F S E R V I C E A N D A R E O W N E D B Y A M E S D E S I G N I N T E R N A T I O N A L A N D T H E Y R E M A I N T H E S O L E A N D E X C L U S I V E P R O P E R T Y O F A M E S D E S I G N I N T E R N A T I O N A L A N D M A Y B E U S E D B Y A M E S D E S I G N I N T E R N A T I O N A L F t M e u r M l g l r v w u e r r n A N Y M A N N E R . T H E S E D O C U M E N T S S H A L L N O T B E S U B M I T T E D B Y T H E C L I E N T A N D / O R w s A I : F N T S r O e u r T u l o n a e o n e n o e v e l . n l u w ��r l r v . I w u . . . n e r . . e ��. , . r e ��s s . . r r . . . . . . . _ . . . . . _ n . E M E R A L D R O W , L L B L O T s o - , P L A C E A U S Q L E I L T 0 1 I 1 i N O F G U L F S T R E A M P A L M B E A C H C O U N T Y F L O R I D A - - " " " " . ��. . . . . . " . . , . . " . . . . " " . . . r . . , . . . w . . . I �� r l ��w e , - , . . n n w , I H C u r R t o e w r c u r t N C O N S E N T O F A M E S D E S I G N I E R N A T I O N A L . T H E S E M E N T S S H A L L O N L Y B E U S E D B Y T H E C L I E N T A N D / O R H I S A G E N T S F O R T H E B U I L D I N G O F T H I S - ' - - �� " � " ��" " " " ' " ' ��` " - �� " - ' �� " " " " - , r . . " " ' e r " " r " + ��e . . r o ��. w , n v . r i c w _ a , ' * I n c ' " u r ��I C a r v ��, u l e s + r v m w = o r e i r n i t m m ��A L L N U I n t w r u u + I t U n T I H t e u e N T A N D / O R H I S A G E N T S I N W H O L E O R I N P A R T I N P R E I I I ��I r I N R Y D R A W I N G S P R a C O P Y R I G H T I N F R I N G E M E N T S . A M E S I W I L L P R O S E C U T E A L L C O P Y R I G H T I N F R I N G E M E N T S I N V O L V I N G A M E S D E S I G N I N T E R N A T I O N A L ' S P L A N S , D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S . B U I L D I N G E L E V A T I O N S D - - " " " " . ��. . . . . . " . . , . . " . . . . " " . . . r . . , . . . w . . . I �� r l ��w e , - , . . n n w , I H C u r R t o e w r c u r t N C O N S E N T O F A M E S D E S I G N I E R N A T I O N A L . T H E S E M E N T S S H A L L O N L Y B E U S E D B Y T H E C L I E N T A N D / O R H I S A G E N T S F O R T H E B U I L D I N G O F T H I S - ' - - �� " � " ��" " " " ' " ' ��` " - �� " - ' �� " " " " - , r . . " " ' e r " " r " + ��e . . r o ��. w , n v . r i c w _ a , ' * I n c ' " u r ��I C a r v ��, u l e s + r v m w = o r e i r n i t m m ��A L L N U I n t w r u u + I t U n T I H t e u e N T A N D / O R H I S A G E N T S I N W H O L E O R I N P A R T I N P R E I I I ��I r I N R Y D R A W I N G S P R a C O P Y R I G H T I N F R I N G E M E N T S . A M E S I W I L L P R O S E C U T E A L L C O P Y R I G H T I N F R I N G E M E N T S I N V O L V I N G A M E S D E S I G N I N T E R N A T I O N A L ' S P L A N S , D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S . B U I L D I N G E L E V A T I O N S 1 ( 5 1 6 1 ) 2 7 4 - 6 4 4 4 A R C H I A T ��E ��T ��U R E A M E S D E S I G N I N T E R N A T I O N A L ��O F E 3 ��9 1 D E L - 0 ��9 P T 2 0 3 D �� Y B C H F �� 4 i D C = 0 w o 7 u o 7 u m w Z t o p 1 �� ��i �� �� ���� A $ m - ��' i m t O � � o t o m _ o 1 ( 5 1 6 1 ) 2 7 4 - 6 4 4 4 A R C H I A T ��E ��T ��U R E A M E S D E S I G N I N T E R N A T I O N A L ��O F E 3 ��9 1 D E L - 0 ��9 P T 2 0 3 D �� Y B C H F �� 4 i BASE SURVEY PROVIDED BY HAGER, PALSICKE & ASSOCIATES, INC.. LEGAL DESCRIPTION LOT 60, 'PLACE AU SOL EI ', 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 SOL El ',' 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 °4425 "W., ALONG THE EAST LINE OF SAID LOT 61, A DISTANCE OF 78.63 FEET, THENCE N. 13 °08207-., A DISTANCE OF 58.33 FEET TO THE NORTH LINE OF SAID LOT 61; THENCE 5.76'51'40't, ALONG THE NORTH LINE, A DISTANCE OF 50.00 TO THE PIONT OF BEGINNING. BASE ELEVATION = f7.0' FIRM ZONE = A5 CONTROL PANEL No. 125109 - 0001 —D DATE SEPTEMBER 30, 1932 PROPOSED FINISH FL OR ELEVATION = 9.00' AVERAGE EXISTING SITE GRADE = 6.82' SITE BREAKDOWN SINGLE FAMILY RESIDENTIAL SITE TOTAL 0.499 Ac. IMPERVIOUS BUILDING 0. 164 Ac. PAVEMENT, WALKS & POOL 0.089 A c. PERVIOUS 0.246 Ac. WATER QUALITY COMPUTATIONS 1— FIRST ONE INCH OF RUNOFF- tin. x 0.499 Ac. = 0.499 Ac. —in. 2— COMPUTE 2.5 INCHES X IMPERVIOUS AREA 2.5 in. x 0.253 Ac. = 0.633 Ac. —in. 3— COMPUTE THE VOLUMES REQUIRED FOR QUALITY DETENTION SINCE 0.633 Ac. —in. IS GREATER THAN 0.499 Ac. —in. 0.633 Ac.—in. 2,298 cf.) OF WATER WILL BE RETAINED FOR WATER QUALITY. PROVIDED SWALE TO RETAIN APROX. 2,324 CF SEAWALL LEGEND: PROPOSED FLOW DIRECTION EXISTING GRADE a UIM. SECTION A A N.T.S. 00, /BOO O�DK P 0 SECTION B -B N.T.S. �. INTRACOASTAL WA TER V/A Y moo. j, X" 0 0 i eh -2. 5' • w�'0 � 3 � LIa i.raV P � vJvJ 003 i�0� Z�ti i tK � pe Q \ �¢ 0 F � \ Qae \ � Lo 0o- W O O Lo O N N GRADING & DRAINAGE PLAN SCALE. 1:10 AVN N GEC PROJECT NO.: 04019 DATE: 07/28/04 SCALE : AS SHOWN DESIGNED BY : R.B.J DRAWN BY : R.C.A. CHECKED BY : R.B.J APPROVED BY : R.B.J SHEET TITLE GRADING & DRAINAGE PLAN C -1 OF 1 z 0 a z U w z� 0 0 w o o' z GEC PROJECT NO.: 04019 DATE: 07/28/04 SCALE : AS SHOWN DESIGNED BY : R.B.J DRAWN BY : R.C.A. CHECKED BY : R.B.J APPROVED BY : R.B.J SHEET TITLE GRADING & DRAINAGE PLAN C -1 OF 1