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HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 02_03/21/2013 � '" ' ' VILLAGE OF TEQUESTA - DEPARTMEIVT OF COMMUNITY DEVELOPMENT � = Staff Report — Planning and Zoning Advisory Board- 3.21.13 �,,.,... �o ��T��'BOR� �ESCRB��'90N - SPR 01-13 APPLICAfVT: Stephen J. Parker / Steve West Parker-Yannette Design Group, Inc. OWiVER: Michael and Donna McCarthy 16 Yachfi Club Place Tequesfa, FL 33469 REQUEST: The applicanfi is requesting approval for erection of two six (6') feet high vehicular gates with four 5'3" high stone veneer columns, two on each side of fihe entrance driveway. �, �e��� �,w�� ��� �0�9B6V� EXiSI"ING LAND FIJTURE LAND ZONIiVG US� USE SU�J��� Resi�ential Residential R-1,� Single-Family Dwelling District PRO����1f Low Densify Low Density �, ����� ��@�@��9 A permi� for fihe construction of a new single-family home at this address was issued in December 2012. Concurrent with the house construction, the applicant is requesfiing approval for erection of fwo six (6') feet high vehicular gates with four 5'3" high stone veneer column�, fivvo on each side of fihe entrar,ce driveway. The columns meet the code requirement of minimum of fier feet setback firom the sdge of the road �a��rr����� �r sidevu�Bk �r�d r�ihimur� ciear widfih oi 12 ieet iar access by er��rgency vehicles. ��te� v�ill s�r�rin� inw�rd. in addiiion, the a�plicant h�s subr�ittec� a rec���est fdr ��ari�n�E —`��P,� 0�-13, r'r�r the erecfiion of �$ix (6') feet fiigh pedestrian gate with fwa c�'6" high sfione veneer col;.imr�s and a�'�" garden wall at th� �ront entr�nc� or' �he residence. This varia�c� requesf doe� r�a� ��q�ai�e �'�Z ��vi�w ar�d �s not part of th� s��bj�ct appli�ation. �d�9�� �������� �fhis d�vel�pmenfi applicafian me� the r�quireme��ts seY on S�c�ion 7�-334 notice o¢ hearing. The nofice of hearing was advertised on Vlarch 10, 2013. t �his report was prepared by: �; ' Joann� Burnsed, Assf. Director of Co�nm��ity Development ��. � ,� � ,� Reviewed and �pprov�d by. ��� � �. . ;;�, �, ,. � > _ ____ , Nilsa Zacarias, AICp, Director of Community aeveiopment 1 De�artment of Comm!�nity Development - Staff Report—McCarthy — 16 Yacht Ciub Place —SPR 01-13 �P` � tf G � VILLAGE OF TE UESTA . s�, Q � y � � DEPARTMENT OF COIvIMUNITY DEVELOPMENT , r, -� ' 345 Tequesta Drive • Tequesta, Florida 33469-0273 �3 a � (561) 768-0450 • Fax: (561) 768-0G98 ��4�'S' CoUN'�y �v March 7, 2013 Stephen J. Parker Parker-Yannette Design Group, Inc. 825 S. U.S. Highway One, Suite 330 Jupiter, FL 33477 .RE: McCarthy Residence Entry Columns and Gat�s 16 Yacht Club Place, Tequesta FL Dear Steve: Please be advised your application for the above referenced project has been placed on the agenda of the Nlarch 21, 2013, Planning and Zoning Advisory Board Public Hearing being held in Village Hall Council Chambers, 345 Tequesta Drive, Tequesta at 5:30 PM. You and/or your representative must be in attendance at the hearing to present your application. If you have any questions or concerns, please feel free to contact me at (561) 768-0450. Sincerely, Jo� ne Burnsed Ass . Director of Community Developm�nt cc: Mr. & Mrs. M. McCarthy 217 Golfview Dr. Tequesta, FL TF �ILLAGE OF TEQUESTA Ck. # -' Department of Community Development Rec. � 345 Tequesta Drive Date: � � o Tequesta, FL 33469 �`'� o Phone:561.768.0450 � .� ` Fax: 561.768.0698 � ea APPLICATION FOR SITE PLAN REVIEW DRC o PLANNING & ZOIVING BOARD � VILLAGE COUNCIL � PROQTECT # � P� � l ° l �j PROJECT NAME: 6 r t G CP�TI I��,S(�NC� PROJECT ADDRESS I(o Y��t C�u� R��-�= Estimated Project Cost: I 5� Q� ApplicantName: ��C�� �zade� � ��SG�°`��I��'� �S(� ��1Af � 13�C'.� Applicant's Address: �Z� � � C.� � �lC-�`�� �l['Ct�i `�1' � � :�'vti IT� , i � ?���� � Applicant's Phone Noec ��-�-�—���� I+'az No.s —�' E-mait Addressc ��� ��E�iC�.�_ P�ovide written app�oval fr�om the property owne�^, if othe� than the applicant. Property Owner's Name: � 1��� �D 1�lV�� mCG�if�� Froperty Owner's Addresst � ��] �(�,�—�/� �, ; ��lA'��� � �(� ����v� Property Owner's Phone No.:�7�°W�f Faz No.s !�� E�mail Address; {lL��LL��@�.aCf�� DESCRIPTION OF WORI£: ftit����i��l .P� �t7 I�1 S'(�cU.. T1q60 'l�i�YIGU t1�' �f�� C.�' i ��- X �2`-�0" �►�� �r �� �Aror1� v��ie ��,,��� CS` �'` �°r. � 2`-��'wa�� ,��xam�c� 8°` � � �etc�+�r r� �Y All construction, additions, andlor alterations of commercial buildings must be approved by the Planning & Zoning Board. The Planning & Zoning Board meets the thit°el Thursday of every manth at 5:30 pen�, as needed in the Village Hall Co?�ncil Chambers, 345 Tequesta D�rive. The applicant will be informed by letter of their scheduled meeting date. Due to administrative review, the meeting date the applicant is schedul�d to attend, may not be th� closest meeting to when the application is submitted. The Planning & Zoning Board is an Advisory Board onlyo After review and recommendation by the Planning & Zoning Board, applications will be hea.rd at the nezt available Council Meetang of the Village of Tequesta, for final approeal. After approval by the Village Council, a building permit can be issued by the Building �eparhn�nt. 1 - The applicant will submit to the Village of Tequesta Department of Community Development with the following documents for Planning & Zoning Board review, forty-five (45) days prior to the meeting date: 1) For new construction or additions, Fifteen (15) sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingess and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages and property lines and all signage. 2) Fifteen (1� sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division N, La.ndscaping. 3) Fifteen (15) sets of multi-dimensional color renderin.gs and/or photographs are to be provided. The Planning & Zoning Board needs to see an exact rendering of what is to be placed on the site. Color photogaphs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recornmended that samples of the paint chips, as well as a sample of the support materials (i.e., canvas, wood, metal, etc.) be provided. 4) One (1) set of Plans l 1x17 size and One (1) disk. 5) Any other documents that may help clarify the position of the applicant. e � APP T NAME (P APPL C ' SIGN URE '�- 2v C3 DATE NOTE: All renderings, models, drawings, photos, etc., submitted to the Village will become the property of the Village of T'equesta. Additionat costs: To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies, the applicant shall compensate the village for all such costs prior to the processing of the application or not later than thir.ty (30) days after final application approval whichaver is determi7ed as appropriate by the village. Si e to A o ledge 2 January 28, �013 Ms. Joanne Burnsed Viilage of Tequesta Community Development 345 Tequesta �rive Tequesta, Florida 33469 RE: 16 Yacht Club Place Dear Ms. Bumsed, I, Donna. McCarthy, hereby authorize Parker-Yannette Design Group, Inc. to act as the applicant and conduct a11 necessary business associated with the site plan review, required to install two vehicular .gates and stone veneer columns at our rESidence located at 16 Yacht Club Place. If you ha�e any questions or concerns, please do �o# hesitate to contact me a# (561)76R-9417. Sixicere�y, O�J �� L �` �.,e� ���-�'%�'�rl U I?onna iVlcCarthy cc: Stephen Parker �azyi Stewart PART II - CODE OF ORDINANCES , Chapter 78 - ZONING ARTICLE IX. - SUPPLEMENTAL REGULATIONS DIVISION 1. - GEIVERALLY � > �9�n'_ ),� 1i".��1���, ��1Na�� 1!�J� ��,�� _,ap ,, (a) Walls and fences may be erected or maintained within or adjacent to a property line to a height not exceeding six feet. No wall or fence shall be permitted to extend forward of the adjacent or nearest portion of the building front, regardless of the actual, allowed building setback line, on any lot or parcel (see Fig. a), except for lots or parcels located along and fronting upon County Club Drive, where walls not exceeding five feet in height may be located forward of the front building line. Fences associated only with accessory structures may be permitted if such fences are screened from public view with a hedge of not less than six feet in height nor more than eight feet in height. However, if a wall, fence, or living hedge is erected or located on a corner lot or a double frontage lot, a vehicular and pedestrian visibility triangle of a size and dimension which complies with the current traffic engineering standards of the American Association of State Highway and Transportation Officials (AASHTO) and the county shall be provided for in both directions from the intersecting point of property lines. The maximum height of any wall, fence or hedge within the visibility triangle shall be two and one-half feet. (b) Noiwithstanding the al�ove, �ntry Features consistir�g of masonry calumr7s r�ot exceeding six feet in height, with or wiihaut gates, are not deemed to be walls or fences and are specifically ailowed in the R-1A and R-1 zoning districts and in the residentiai areas within a mixed use development located in the MU zoning district. Such entry features must be compatible with fihe architecture of the residence and the streetscape, must be set back a minimum of ten feet from the edge of the road pavement or the !ot side of any sidewalk, must provide a minimum clear width of 12 feet for access by emergency vehicles, and shall not k�e located in the village right-of-way. Gates, if any, must swing inward or slide to the side to prevent obstructions to the roadway or sidewalk. A building permit and approval by the planning and zoning board in accordance with these regulations is requireti pric�r to the commencement of construction. Eiga��e �i, � <:,��. ��.Y# �A��--�. �..,_ - , , -� ,,,..�: i ' � � i �,_:�-;� , _. , Tequesta, Fiorida, Code of Ordinances Page 2 ` i iiii� i a�c Yage 1 ot 1 . i y, . > _ � �� � ° �„ � � - ,� �;�` ���'`„4: � . � �. �_ � � '� ��" s ,' . �. .,�k, r � � � - � c"`: # .. � s.>=. a�:;`. . �_ .. � . ,. �' , , ��� . � �� A + � , � � a^ �4 , yy y ���p � � a .. � "� .� �, 5 #� k z- S. R7� 4''#. 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" / 17.14.11 .�, ^ - ' � i J EGNIIPMENT i�� I EXIB?ING-GOR4! 9TONE � , x� -� ' � � � �"�,�I ' _ ' APRQV TO REMA h _ ,p � ' ' 'P '� e I 11Y0.17 I �. \�.� � `Zj0 OUTL NE OF "E � � P79:9 gP I CU EXI9i \'G DRIVEWAY A/G , e �- SP / I �/ bP �` �'� vEHICUL?R GA?E M1D CCLUMN9, GGRDEN WALL,°EE cX�' } / I DRI VEIUAY $WALE, �'' " 9EE DETAIL9, 'F' AND 'G', DETAIL9 'A' AND 'D', cY% YJ9 m PER CODE � C 9H=ET H-Z SHEET H-1 Y �'-9' l0�-1' SP } ATT �< N . —/ � VOA ❑ I _ _ _ _ _ _ _ _ _ � � r / LITIL. IE0.84' !MJ I'19.5' lP! X X— X �� I ~ ' DR � � ~\ � NEW 3' WIDE POC:. X / SP > '�. � GAiE, FER GODE ,. � ��' ( FFL NEW POOL FENGE, FER CODE EXI9ilw fENCE I SP / � �VOG�' � � > �� L,2}/OUt NOtOS r,Ki ro�cN re� �raiN� I � : � F�TIiFA WATERPROOF �ED BTRIP � t I. GC\T2ACTOR 54+ALL vERIF" q'�L eXlStl\G- GO�DI AVC LAYOUT DiMENSIC�S IN - HE FIELD. LIGHt IArDER EAGFI 6TEP BULLN09E REPCR' AL� G15CRE�oNC1=S I"MECIAi=�Y 10 THE LA�G°C?PE A�C41iECi FOR GECISICN BEFORE coueTR.:cricu. 2. EEFER TO TFlE ARCH'TEC?URA� CRAW;�GS FOR A�_� 3UI��D��G DIMENSICNS. 3. CG�T�ACTCR SH?LL v'eRIF�' AL. EX15T'��!� GRG�ES M THE �I=�_� GND REPORI ANY PIBG<EPAIVGIES II"`tEDIATELY 'O -HE LANDSCAPE ARGHI'EC' FCR DECISIO\. 4. A�� FILL FGR BERMi�G ?�l� F�_A�'I�G- SRCUGH' TO 'NE 5= SHA�L BE C��E?V, FRIABLE SANDY LOA�"' OF 5L!GNT'��_Y AGID TO N�uT�<1L P'H. ALL FILL Sr-.A_L BE =REE FRCM STIC<S, 2C�K5 ^1AR_, °Cp AND orHeR �eeRis. DPa111�1�;e NOteS 5. RE�`!OVe A_� ROA� BASE, °NELLRCCK MARL. GCRA� RCCK. ! V� RUB3LE 3fJ' MIN. BELGIL FIVISN G�A�E FRCM AL� NEW =LAN"!�'G A�EAS AND T,�"cc= PI'S. BACK�I�_L LL,IT.I SJ"AB'_E SOi� AS AFPROV=7 BY LANDS�AFE A�CHI?ECT. MAINTAIN EXIST'�'G G^sA�E A' EXIS'I\G 'REES. I. "IATCU AL_ EXISTi\'G GRA�_5 ALOi\G SIDE PROPERT �" LNES. �� 6. �EW EAR`I-.�,llCRK SHALL 6LEND E"'IOOTHL" '��'O EXISTING GRADE. 2. °ROV'.DE E�.11ALES Civ BOTH 5'7= FRCPER?Y LI�cS. NC I;�ATER S'-+4LL DR41N GN?O NE'G� l. F"TCH EVEV_Y 3ETlL=EN S�OT GRADES. AL'_ PAVED AREAS'^U51 P'� 70 DR?Ih A'f M;�. OF I/8' PE� - EORS PeOPER7Y. FOO GNY DI9��EPANGE9 NOT GLLC�,llING TrllS 'O OGGIJR BNA�L B� REPOR'EC TC T«JE LANDSGAPE 3. GC�IT�ACTOR SNA_L BE RE5PCN5-BLE FOR PRD�/IDI�G POSIiN= BITE '��AINlGE AWAY FROI AL� BHEEt: STRl1G'JRES INGL'JDI-VG &„i NOT LIMITEP 'C FLAI�TERS, COURTI"?RG =LANi'�\'G AREAS, HARDSGAPE �_ � ?RC�.!-E�T PRICR TO CC�TINl11�G WO�'G. ���2FAGE5 GND GRCNIT=C`�'¢A� ELEMcNiS. e. GG�'RACTOR SHAL�� FROVIDE IR4IGATICV ANp ELEG?RIC SLcEVES TO A�� :=LANT�RS. 4. CO�TRA�TOR SHAL.. PROVICE DRAINGG-E FRGM ALL � LGNT=�S. GATES, BY OUfNER GATE GOL��`iN9 WITH 9TOnE VENEER, T.B.D. 1 -'�— � � I, T� _ __��� I , � I � . �, ' - �—,.. ' � ,p �-' I' . ro v t _� � � �� � � g�' � _ GARDEN WALL, � STUGCO ANp PAINT,T"P. il II �� I �I II i � �� I i� I �, I � i II ��' � � I �� II I� i I�� �� �I� �I I � I I I _I ii �I� �u��� 6' lVERIFY WIDTH OF EXISTIVG GATE) CGNGIZTE BLOCK COLUMN, 9EE DETAIL 'B', THI9 9HEET GAST 9TONE OR SIMU�AtEp /� CA8? 8T�'E GAP, TTP. - L GARDEN WALLS, COLUNINS & GATE ELEVATION �z" NPT GA9 PIPING - pECORATI� STO�ES, T.B.D. — THRcADED ROD BTOnIE VENEER, T.BD., T1'P. "4 �RTIGAL REBAR AT I � ]4" O/C, TYP. TYF FINIEH GR4DE � _ SGILE: 1.2"=1'-0" GAST 5T0\E GR SIMU�ATED Mf GASt STONE GAP �� I �• ONE 5 REBAR GOYTINUWB IN FOPo`IED GAP OR 11-BLCCK � ONE 5 VcRTICAL REBAR AT ; 74' O.G., FILL GELLB � °1 , � CCNCR'cTE BLOCK WITN V DUR-O-WAL EVERY COlJR9E I 9NGG0 AND PAINT ALL BIDES � z � LAP BAR9 2d' � '� �� � u .r FWIBH GR4DE ��-�,- � � ul- ONE " 5 REBAR A' 14' O.G. � ����� I . I�� �i -I TNR'cE '5 REBAR, CONTINUDLS r'I -'�.II- II'=� II �- GONCRcTE POOiING, 3(d90 PSI CoNGRETE AT 20 DAYS 8' 8' 8' GOM?AGT SIJ�sR4DE TO 99% DENBIT" 0 �p� WALL DETAIL H-2 scni.y: ur=� F� Cq9T STONE OR SIMU�ATED CABT STGNE GAP TWO 'S REBAR EACH WAY IN FO{iT1ED GAP OR U-BLOGK ONE 5 VERTIGAL REBAR'N EACH COi�'ER, FILL GEL�S CCNCRETE 9LCCK �IITH DUR-O-WAL EVERY COUR3E ELDCR4D0 STC�E vENEER, INSTALL PER MANJFAGTURcRS S°cCIFICAilONB FINISH 6R4DE LAP BAR9 74' FOI1R 5 REBAR EACH U/AT IN 9,0m0 P51 GONCRETE FOOTING GOMPAGT 9UBGR4DE TO %. DENBITY (} VEHICULAR GATE COLUMN DETAIL H -2 SCAI fi: 1.2 � �� GOI�;CRETE BLCCK GOLLL`*J. CAST STONE CR SIMIILATED GAST STONE GAP �.` �^> o F i1W '5 R'cpqR EAGH WGT IN `��' ' FOMIED CAK' OR tl-BLaK �� I ONE'S vERTICAL REBAR IN I I EAGH CO'Iv'�'�R, FILL CELL9 I' � � .q � GONGRETE BLOCK WIiH � DIJR-O-WAL EVERT GOl1R5E z I ; I I � I ELDORGDO STONE VENEER, IN9iALL FER � . . . MMUFqGTURER9 SPEGFICATION9 Z =F I I I I FINIBH GRADE I I I� Ii LAP BARS 30' �-,-t I��I[ FOIJR 5 RcBAR EACH WAY IN �-� 3,0D.D P51 GG1�'GRETE FODTING I I_ .i ,ll="'-li� �,_���, i -�COMPAGT5l1BGRA.DE'.099q DEN5ITY 1' e' �LARGE COLUMN DETAIL H-2 scna�: i2�r-o° 4 -� F�FABRICATED BURIJER ASBEMBLY \ I 1��i" THIGK STONE CAP, TB.D. �/ 1 3 ." 6ALL vALVE oR K�YEp � V � :AL�, LOGATION T.B.D. 1 �.� __ "-I" NPT GA9 PIPI 'I�.x Cq�CRETE FIRE PIT BASIN�� ,��1 � " �1�=J . � � TUKJ •4 REBAR GONTINUOl15 IN I ����_ ' � ryl 3fd0?i P91 CONGREiE e ]8 pAY9, TYP. 3'-I'd' Go`1PAGT SoIL To 95% � � FIRE-PROOFI�G O� IN51DE OF CONCRETE, TYP. �E� FIRE PIT DETf1IL H-2 scace: in��=r-o� G04GRETE BLaCK COLWN, 9EE DETAI�. 'G', iHlS 9HEEi �— �n , � EL DOR4D0 _/ � 12'-10' lFIELD vERIFYI BtOVE VENEER, TTP. �� VEHICULAR ENTRY GATE AND COLUMNS ALUMMI.M vEHIGULAR GA-E, BR�NZE GOLOR GAST STONE OR SIMIJLATED � GAST 5?OYE CAP, BEIGE GOLOR S('ALS: 1/2' Design Critel�ia and Material Qualiry CG�CRcTE: 4L�_ CQ�G�ETE SHALL BE'JOR"IAL UIEIGH- l'JSD - Y?E CC�CR=TE: WiT-1 A "^�INI!-i'..`i STRc�'GTH CF 3mm0 °51 � 28 C.�1YS. �EI\FOR�'���.- STEEL: ALL RcINFORGIiTG BAR: SHALL BE .^.�F �EW BILLET STCGK, CO\FCiZ`11Nfs :UITH 45TM 6-615 GRADE bm. CO�CRE�E F'ROTEGT'ON FOR REI�FORC!�G BAR9: 'NE FOL�O'�V'��N� MINIML`i �OIhCRETE GOVER?GE SHAL� BE PROViDED IF �OT SHOiLN O� COVS-RUCT'�.OV DRAW��_-5: FCOTI\GS M!V. 3 'nGNE6 SLABS ABCVE GRADE "11�. 3/a �I�G4=5 BELOW GRADE MIV_ I'�./2 INGHES MASOnRY: AL_ `"IASCVRY SHALL BE �ONGRETE B� OGK LVITS CC�'FORMING TO A9TM G-90, PLAG=: ��� RJ�1��iNG BO\C PAiTERNS �,L�T-1 TYPE 'S' �"'.^.2TAR GND RE���ORG�p 'u1�,TH DJR-O-WAL OR EQUA�EVERY COURSE. �:l:�I�D� IJ�J M°N 3 SEG, GL'S', EX°O°LRc G, iMPORiAi�'GG FqGTOR 'l �ESi�iNED TO rC\FCa"I i0 -'nE FOL�C',LI�G CODES: - 7a1� FLCRIDA B111L�ING CODE - Bt11LCING CODE 2EQ�11REMEI�TS FOR REMFCRGED .".C\C2ETE 'ACI 3!Si - NdTIC�AL GONCRE'E MA90N�" ASSOGIATIGN MA�JA� OF STAVDARC PRACTIGE FOR DE'AI! '�NG REINFORGED GOVGRcTE (ACi 31�7 - AMERIGAN �.VS'I'l1TE GF STEEL COVS-RUGT'O��l !A.IS,GJ - NATIC�AL DESIG`l SPEC''.F'.GA"�.0�8 =0R'.U.^�OD CONSTRLC'ION, �ATE9r EDI�ION A�C SUPPLEMENi (DESIGN vALUE9 FGR IUOCC GCNSTRUC".CN fNF.P.AJ - NA ELEG'R.'CA� CC^vE ('�.EG.) - A`7ERIGAV 90C'�EiY OF CIV�L EN:aINEERS lASG_; SOIL LGAD: CESIG�_p TO 25mm P.SF. 7E8':GNED BY RA?'.ONAL A;.IALYS��S rvf CA91 9TONE OR BIMULATED GAST STONE GAP TWO 5 ReBA,R EAGH WAY IN FOPo`1ED GAP OR J-BLOCK ONE '9 vERTICAL REBAR IN EAGN CORhER, FILL GELL9 ELDORADO STC�E vENEER, INSTALL FER MM;J�AGi�RcRS SPEGIFIGATION9 :.:0\GREtE 9LCGK WITH DUR-O-WALEVERY COURSE FINISH GRADE LAP F3AR5 74' THREE 5 Rc6AR EACH WAT IN 3,000 PSI GIXvGRETE FOOTING GOMPAGT SUBGR.�+DE TO 95% pEN51TT �� SMALLCOLUMNDETAIL H-2 sc�cE: , z�=r-o� PARKER•YANNLTTE design group,inc, LA�I)S[:AI'F. AH(;III'IF(:'I'.:NF I�LA�.VI�'li (�NAPIIII'ti R25 Sou:h II.S. 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J W � ¢ ce ` Z �-�- � o� ° z' - > �z� O o� °__ LL 0_C� U N Q U � o� O � I� meas FOUND IRON LOT 603 RQD & CAP "2799" 0.2' NORTH / 5' X 20' � ANCHOR EASEMENT ..--�- � � PROP�SED � FENCE-_, �J; . � L-� ❑� -� 3i.o 0 � � � 5 .0' °." PROPOSFD P p�., COLUMNS �wQ a � v 8c GATE �'s --^ �`! �. a _ 2 � � 0 N 0 � �. a y �O � �o 00 OC? PROPOSED ao �r�oPOSE� co�uMNs r- �- & GATF �� COLUUNS & G�TE ""' w t�� aF F-- Q z_ o� �� a 0 a 36.0 M � � 00 �� k i I � O W � o p-°� N �W ��� T � Z � PROPERTY SHOWN HEREON IS LOCATED IN `�: a FLOOD ZONE A7 & 8 PER FLOOD INSURANCE RATE "`� MAP 120228 0001 C DATED SEPTEMBER 30, 1982. r;x �„� � } o � �r-�.�.�0`- �.--� �� 1 g4 5 , � ° ��.' 4. 6 meds ° � � i PATIO � '� � PETANQ 6 R� CON RETE \ LOT 604 SEAWALL ZS.O c�il"" P COVERED ENTRY ��L_r ❑ -^^ �-�--�- p / ,.--�- WALKWAY ' � a $ PROPOSED C � � WA�L C �FOUNO IRON �� ROD & CAP 3938" 0.1 ` SOU TH \ FOUND IRON �OT 605 ROD & CAP 4945" Q.7' WEST 8Q.84' meas 17_'' g._ 5'� t'- mea BENCH MARK f NAIL & DISC EI�EVATION= 6.90 � RODN& C �P "3335" I o, 3' EasT 0.5' NORTH � d m E � � ai FOUND `� NAIl� & DISC AREA CALCULATIONS: TOTAL LOT 7_0274 SQUARE �EET OR 100 0 HOUSE 3753 SQUARE FEET OR 18.511 % PQPCHES 911 SQURRE �EET OR 4.493� POINT OF DRIVEWAY ?_687 SQUARE FEET OR 13.258� CURVATURE POOL DECK 1219 SQUARE FEET OR 6.013� � POOL & SPA 869 SQUARE FEF_T OR 4.7_86% ALUMINUM FENCE .i-� 6.� ,4.0 � r� 1 9 � SPA 2A �.7� _ c� o Q r< o N ct � � POOL 6. a FOUND IRON ROD & CAP "4569" IN SEAWALL �2.4' � � � �� EDGE OF /" WAIERS � � � ' WITNESS LINE � � _ a � � > � U � � - a �� 2 � a' P x �� "�� o � �1 8.0 ( / a r� 6 � ��` ' l `�,�0 �J. � � r 8.0 � , D� o Q 6' �v '' 'S �� -x-x-x- -x-x-�- FOUND \� NAIL & DISC "4569" 0.35' WEST N o rE: SEAWALL CHANGE AT PROPEF�TY CORNER. CERTIFIEDTO: OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY GARY, DYTRYCH & RYAN, P.A. BANK OF AMERICA, N.A., ISAOA MICHAEL A. McCARTHY & DONNA T. McCARTMY ---- ���-� ���� ---__ RONALD E. STOTI.ER PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE N0. 5026 STATE OF FLORIDA � - v�tin� x .. ..... -..... . - . ..; .. r ..._ . . - � � � E �„ � ra�a �eG z ra t x A � �t ��tF� � � : s r� • ': � . b3 � � S ' R $ f _t : � f: "�. r � � ;' I . � _ t ', •; � sp¢ i� , _<s�, .� eR�" {. � �"� t � ��� ' ��� ' t ' ` �a.� � � 4 k r: .ia q . �. tt�.�:` i ; , ' t � '� ��' r (/� i 3� i� 7 � YF� 1 2 ' S 6 ( k � _:. �'S F � . � . � �,- �� � �:..; ,r� � ,� ,� ,, t y ��"" t�uuo� : � i� � , � ! f � f , � �'" :na ' c r. Y + � �� � � d t. AY,t u r ��' t> � t o-� ti � 4� � ���� � t ;t� ,t . r�y� � � • �� 4 � �� @ � 1 cf �� > �:t b n! fi`IFAs & �` �. .$ . f '� •w� �- p # L( -A1'c.2 ; � � ` H.C:N � `RdI�� '�=� �,i+(� ,SCt. � y E ���- ���� `�l �' -- ,_� _. _. ..�_. __�. , y , � , { i .. > ,� �, : � r Y � ^' y '-'- $ CF �'��i ��.�. ; - ri �� �.. 7� ` � t.. �, � �r � . ir �� �� .: O P1X1KCi: t,��t¢,. :l ,� � : �, -� � ��., a�b �,w E� �� ;;, �� �� LOCAT) UN M AP NOT TO SCALE SURVEYORS NOTES; 1. THIS SURVEY COMPLIES WITH CFiAPTER 61G17-6, FLORIDA ApMINISTRATION CQDE. 2. NO SEARCH OF THE PUBLlC RECORDS HA5 BEEN MADE BY THIS OFFIC�. 3. LEGAL DESCR1P7fONS SUPPLIED 8Y CLIENT OR CLIENT'S AGENT. 4. WRITTEN diMENSIONS TAKE PRECEDENCE OVER SCALEQ DIMENSIONS SOME ITEM SHOWN HEREIN ARE FOR GRAPHIC ANd INFORMATIONAL PURPOSES ONLY. 5. VISIBLE ENCROACHMENTS, IF ANY ARE SHOWN HEREON. 6. THIS SURVEY FOR CONVEYANCE PURPOSES ONLY AND NOTINTENOED FOR CON5TRUGT(ON PURPOSES WITHOUT PERMISSION OF THIS SURVEYOR. 7. E�EVATiONS HEREON BASEb ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929) 8. NO UNDERGROUND UTILITIES LOCATED EXCEPT WHERE SHOWN HEREON. 9. THIS IS N�T AN ENVIRONMENTAL SURVEY. 10. BEARINGS HEREON BASED ON THE CENTERLINE OF YACHT CLUB PLACE AND ALL OTHER BEARINGS ARE RELATIVE THERETO. 11. THIS SURVEY IS NOT VALID WITHOUT SURVEYORS SIGNATURE & EMBOSSED SEAL. ,n,��o =� LEGEND: DOCK -- � = CENTERLINE _� calc = CALCULATEQ meas = MEASURED � - CONCRETE ---- = PROPOS�D DRAINAGE P = PLANTS 10� = ELEVATIONS ' MAGELLAN SURVEYING & MAPPING, INC. PROFESSIONAL LAND SURVEYORS LICENSED BUSINESS - 7571 450 S. aLD DIXIE HIGMWAY, SUITE 10 JUPITER, FLORIDA 33458 561-746-8745 FAX 561-746-9632 E-mail info�magellansurveying.com Boundary Survey & Site Plan Prepared �or: MICHAEL A, & DONNA T. McCARTHY Drawn by RES Date Of Survey Scale Fietd RON F .B. 54 Pg2o OCTOBER 16, 2012 ���= 30� 3EVISIpNS: �QWinn ��� e ey ADD SITE PLAN & ELEVATION, 10-16-2012 1 2 -142 AREA CA�C'S, 11-5-2012, RES. REVISE HARDSCAPE, ].-21-2b13