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HomeMy Public PortalAbout07-14 Large PlanFRONT ELEVATION SCALE 114" =1' -0" 07 -14 COPYRIGHT 2003 BY MUM AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. lo) � > rci o11JZw h� UAA� �Wz� 0 U3� z� CERT. NO.: AA0002282 JOB: 11301 DATA. MARCH 2001 DRAwN- JL CHECKED BY= QM REVISIONS: PRELIlVIIIdARY ❑ PROGRESS SEP ❑ BID SEI`• ❑ PERMTr SEP CONSTRUCTION SEI`• ❑ y p E J LL Q W VF- 0Y Z Q Z LL W c� 0- C) o W — � � Z � Q W 0 CU ~ Cn W Z � 0 Z �( 0 Q > 0 ° � W IL o _ U) a� ac: N U c ch N U (Q M c M O Lu fu --j N3 �o� �N L)2-. L)2-. a N V�-' °° -c Vi O��o >.-- V�m� °3 � `m V�" }`�0 0�zo o, ;_Loa V� �_� E N V)L� Ca-j E)-67,n c W uQo� V >1p.pc cu 3 ° o u U a) N Z) � � O fo N J o a� CN LOUIS ILIAS VLAHOS LANDSCAPE ARCHITEC LA #6666677 LC #26000319 REV. NO. DATE # 1 10.22.07 JOB NO: DRAWN BY: LIV /AG DATE: 09.18.07 SCALE: I" = 8' FILE: SHEET N0. LP�l NEW SM. ELEV +9' -4" EXIST. FIN. FLOOR ELEV +0' -0" � ��- i ................. �wlli I 12 5 EXISTING ADDITION 12 5 N GRAY SLATE -STYLE ROOF TO COMPLY WITH SEC. 10-238 J N �o BID SET: ❑ PERMIT SET: CONSTRUCTION SET: SM io STUCCO 13ANDING DETAIL SM007H FINISH C Lu �u I LLIJ 1 I I II --------------------------------------------------------------------------------------------------------------- ------------ -------------- --- � ��- i ................. �wlli I 12 5 EXISTING ADDITION 12 5 N GRAY SLATE -STYLE ROOF TO COMPLY WITH SEC. 10-238 J i I i i T.O. . SM. OL T.O. EXIST. SM. ELEV +9' -4" h T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) ,lk EXIST. FIN. FLOOR ELEV +0' -0" RENOVATED -FRONT ELEVATION 0 SCALE: 1/4' = V -0' NEW SM. ELEV +9' -4" T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) STUCCO BANDING DETAIL SMOOTH FINISH --------------- �------ - - - - -� EXIST. ------------ �------- - - -� -- IN. FLOOR ELEV +0'-0" ADDITION REAR ELEVATION SCALE: 1/4' = V -®' lim ti O r FE Q W J LL. O Z 0 COPYRIGHT 2003 BY NHaM AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. • q3 • • Lu n � ' v • • u '• r • • .. Lu i • • CERT. NO.: AA0002282 JOB: 11301 DATE: MARCW 2001 DRAWN: JL CHECKED BY: QM REVISIONS PRELEWWARY: ❑ PROGRESS SET: ❑ BID SET: ❑ PERMIT SET: CONSTRUCTION SET: SM i I i i T.O. . SM. OL T.O. EXIST. SM. ELEV +9' -4" h T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) ,lk EXIST. FIN. FLOOR ELEV +0' -0" RENOVATED -FRONT ELEVATION 0 SCALE: 1/4' = V -0' NEW SM. ELEV +9' -4" T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) STUCCO BANDING DETAIL SMOOTH FINISH --------------- �------ - - - - -� EXIST. ------------ �------- - - -� -- IN. FLOOR ELEV +0'-0" ADDITION REAR ELEVATION SCALE: 1/4' = V -®' lim ti O r FE Q W J LL. O Z 0 COPYRIGHT 2003 BY NHaM AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. • q3 • • Lu n � ' v • • u '• r • • .. Lu i • • CERT. NO.: AA0002282 JOB: 11301 DATE: MARCW 2001 DRAWN: JL CHECKED BY: QM REVISIONS PRELEWWARY: ❑ PROGRESS SET: ❑ BID SET: ❑ PERMIT SET: CONSTRUCTION SET: O NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE a 8 w4 �a a � N ZF Y g K 38 oQ wQ NZ w Q �O � Y Q � Kg f Jw m ~ Z = tll � Oa �O l- U NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE NEIGHBORING RESIDENCE 07 -1.1 lij a v N FM ui Lu N ti O ti r all a m W cc O z O I COPYRIGHT 2003 BY moaJOS AND AS90CI M P ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DES! MAY BE REPRODUCED OR TRANSMITI IN ANY FORM OR BY ANY MEAI ELECTRONIC OR MECHANICAL (INCLUDII PHOTO COPYING, RECORDING OR A INFORMATION RETRIEVAL SYSTEM; WITHOUT THE WRITTEN APPROV OF MIKLOS AND ASSOCIATES P NO DERIVATIVE WORKS OF THIS PL MAY BE MADE WITHOUT PRIOR WRITI PERMISSION. THE CONTRACTOR SH/ VERIFY AND BE RESPONSIBLE F ALL DIMENSIONS AND CONDITIOI DEPICTED ON THESE DRAWIN( WRITTEN DIMENSIONS ON THE, DRAWINGS SHALL HAVE PRECEDEN OVER SCALED DIMENSIONS. MIKL AND ASSOCIATES P.A. MUST BE NOTIF OF ANY DISCREPANCIES FOUND A ASSUMES NO UABIUTY FOR TI UNAUTHORIZED USE OF THESE PLAI DRAWINGS AND SPECIFTCATIOP a7Q KOUL z a� Lu �W � z Lu a OH W o z co S � � CERT. NO: AA0002282 1o& 11301 DATE: MARCH 2O0f DRAWN: JL CHECKM BY QM REVISIONS PREIINHKARY- E PROGRESS SET`• E BID SET:- E PERhffr SET:- Ix CONSTRUCTION SET`• E REAR LOOKING (EAST) FRONT STREET VIEW a 8 wQ ad <7m zw Y _Q O� w OO4 WZ m Z > Q W W w� �W m� z= y it Oa �O FU REAR LEFT (EAST) FRONT STREET VIEW FRONT LEFT (EAST) FRONT STREET VIEW REAR LEFT (EAST) FRONT STREET VIEW 41 "14 uj V Z Lu D N Lu wm 0 a U) Lu 0 r J a m W 1- U) J LAM O z O I COPYRIGHT 2003 BY MHaM AND ASSOCIATES, PA AILL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO UABIUTY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. o � o� z�' IL a� um� W �W�� 0 W O �W z� U) I= �� � z Lu CERT. NO.: AA0002282 Io& 1130» DATA: MAFRr -i 2001 DRAWN JL CHECKM BY QM REVISIONS= PRELEWMARY ❑ PROGRESS SEI`• ❑ BID SET` ❑ PFMar SEI`- CONSMUCTTON SET`• ❑ LAND SURVEYORS LAND PLANNERS BRUCE CARTER & ASSOCIATES, INC. SKETCH OF SURVEY BOUNDARY FOR: JERRY ROSENBLOOM C -1 R = 50' DELTA = 82'00'40" A = 71.5 7' �P0 G� end FOUND NAIL 6� & INDIGO POINT FOUND' NAIL 147.26 j \ TAB j O � ASPHALT \ P.R.C. \ FOUND IRON ROD & CAP p O S C ro 10 0 J 13.06' O M d .n of v h a .2 v DRIVEWAY 19.8' 23.6' z 0 GARAGE EL. 8.81 P) 5.2'� to N 8.2' yfo s' 14.4' J0/H � FLOOR EL. 9.56 v � 9 AT ENTRANCE FOUND IP I' o� 405; S.Ell. 6th AVE, (FEDERAL HWY.) DELRAY BEACH, Fl. 33483 (561) 265 -1910 LEGEND CIL R/V AB. P.B. PG UE. D.E. P.UC P.O.B P0..T CB V.P.P CONC C & G = CENTERLINE = RIGHT OF VAY = DEED BOOK = PLAT BOOK = PAGE = UTILITY EASEMENT = DRAINAGE EASEMENT • POINT OF COMMENCMENT • PDINT OF BEGINNING = POINT DF TERMINUS = CATCH BASIN = VDDD PDVER POLE = CONRETE = C6RB AND GUTTER DESCRIPTION; LOT 69, 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, LESS AND EXCEPT THAT PORTION OF LOT 69 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 69; THENCE RUN WESTERLY ALONG THE SOUTH BOUNDARY OF SAID LOT 69 A DISTANCE OF 50.00 FEET; THENCE RUN NORTHERLY AT RIGHT ANGLES TO THE PRECEDING COARSE A DISTANCE OF 58.33 FEET MORE OR LESS TO A POINT WHERE THE SOUTHERLY BOUNDARY OF LOT 701S INTERSECTED; THENCE RUN SOUTHEASTERLY ALONG SAID LINE A DISTANCE OF 76.83 FEET MORE OR LESS TO THE POINT OF BEGINNING. ELEVATIONS ARE NGVD 1929 BENCH MARK; HAULOVER COUNTY STSTEM 1,01 �O . \6 19\ 4' C.L.F. 11 X X x — x X— LOT 69 o I ONE STORY RESIDENCE N 940 POOL PUMP.. O 24.3 ^0 10.8' 24.4' 1' � v N POOL 13.7' x 3 0.6' 12.96' 29.9' —x —x PAVERS PATIO V ry N .r 7 N 4.6' x 5' 13.4' /-- BOAT DAVITS 90 GONG. � M 1.4' SEAWALL 133.07 FOUND NAIL I WOOD DOC O/,. IN SEAWALL i LIFT 0.76' S. I I L - -J CANAL NOTE: THE UNDERSIGNED AND BRUCE CARTER & ASSOCIATES, INC. MAKE NO REPRESENTATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS -OF -WAY, SETBACK LINES, RESERVATIONS, AGREEMENTS AND OTHER SIMILAR MATTERS, AND FURTHER, THIS INFORMATION IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPIATE TITLE SEARCH. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS-OF-WAY AND /OR EASEMENTS OF RECORD, REVISIONS i DATE BY SCALE i" 20' I DRAWN BY CHECKED BY SUE + SET IRON \ ROD & CAP 1,59 23 55 I \ h \ I\ I\ \ x \ I� \ M � x 00 d� \ I L" \ Na \ X 49, \ 2 \ 90, x Ss+ so' \ — — — — — — — — — — — — POEI FOUND DRILL NOT INCLUDED HOLE IN SEAWALL 0.50 E. NQTES; THIS SKETCH IS THE PROPERTY OF BRUCE CARTER & ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR ANY PART WITHOUTH THE WRITTEN PERMISSION OF THE ABOVE IN WRITING. URTIFI CATION• 1 HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UN DIRECTION IN ---- _SEPT. 11--- -- - - -' 2007 BRUCE N. CARTER REGISTERED LAND SURVEYOR N 2963 STATE OF FLORIDA LB #4683 FIELD BOOK FILE N0. 0 m A D Z A 1= O C m IA m N m 0 IN m �z n Vii: SITE PLAN NOTES 1. THIS SITE PLAN IS INTENDED TO SNOW THE CONFIGURATION AND APPROXIMATE LOCATION OF THE PROPOSED RESIDENCE AND ANCILLARY STRUCTURES. 2. OWNER/CONTRACTOR SHALL VERIFY THAT THE SITE IN ITSEXISTING CONDITION IS SUITABLE FOR THE PROPOSED CONSTRUCTION. 3. A REGISTERED LAND SURVEYOR SHALL VERIFY THAT THE RESIDENCE IS IN COMPLIANCE WITH ALL SETBACKS AS NOTED AND FREE OF ENCROACHMENT INTO ANY EASEMENTS OR SETBACKS. 4. IF APPLICABLE, ALL WORK SHALL BE IN COMPLIANCE WITH GUIDELINES SET FORTH BY THE ARCHITECTURAL REVIEW COMMITTEE OR HOME OWNERS ASSOCIATION. AUTHORIZATION TO PROCEED WITH THIS WORK SHALL BE CONSTRUED AS APPROVAL WITH THE WORK AS SET FORTH IN THESE CONSTRUCTION DRAWINGS. 5. COORDINATE HARDSCAPE DESIGN (I.E. DRIVEWAY, PATIO, ETC.) WITH LANDSCAPE ARCHITECT. SITE ELEVATION LEGEND: SYMBOL: DESCRIPTION: ELEV. 0' -0' INDICATES ELEVATION ELEV. INDICATES PROPOSED CHECKED BY OM INDICATES PROPERTY LINE REVISIONS: INDICATES CENTERLINE PREID04ARY- INDICATES DIRECTION OF DRAINAGE LEGEND: INDICATES EXISTING ONE STORY RESIDENCE TO REMAIN DRAWN: JL INDICATES PROPOSED CHECKED BY OM ADDITION REVISIONS: PREID04ARY- INDICATES PROPOSED COVERED ENTRY Ell ADDITION. SEE FLOOR PLAN FOR INTERIOR RENOVATIONS. SETBACK CALCULATION IRREGULAR SHAPED LOT AVERAGE LOT WIDTH SIDE SETBACK= FRONT CHORD LENGTH+ REAR PROPERTY LINE xx 2 65.6094' (FRONT CHORD) + 133.07' (REAR PROPERTY LINE) 99.3397' 2 REQUIRED AGGREAGATE SETBACK: 30% OF AVERAGE WIDTH = 99.3397' x .30 = 29.80' AGREGATE SETBACK REQUIRED 13.1042' SETBACK (EXISTING SIDE) 16.6958' SETBACK REQUIRED (ADDITION SIDE) 16'.833" SETBACK PROVIDED (ADDITION SIDE) (16' -10 ") SITE CALCULATIONS SITE AREA_ 15,045 S.F. ALLOWABLE F.A.R. (33 %) AU SOLEIL LOTS= 4,964.86 S.F. (TOTAL AREA UNDER ROOF INCLUDED (PATIOS & GARAGE) TOTAL AREA UNDER ROOF_ 4,963.23 S.F. IMPERVIOUS AREA 7,658.30 S.F. 50.90 % PERVIOUS AREA 7,386.69 S.F. 49.10 % 40% MIN C A N A L EXISTING METAL BOAT LIFT r-- - - - --n SCALE: 1/8" = 1' -0" FINISH FLOOR ELEVATION SHALL BE ABOVE FOOD PLAIN (VERIFY) r-SEE TIE ON� ARCHDiTDEC�S STEIPLAN/ 2 ICTS PLACEMENT OF RESIDENCE C r a m a W oU) N J O r � Z LL 2 O s U) z 5 W 19 F COPYRIGHT 2003 BY 11 gGM AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. W F- ii • 4 m 2 Ao oa � 0 CERT. NO.: AA0002282 JOB: 11301 DATE- MARCH 2001 DRAWN: JL CHECKED BY OM REVISIONS: PREID04ARY- ❑ PROGRESS SET ❑ BID SET" ❑ PERMIT SET. CONSTRUCTION SET"• ❑ sp� I Gi q 'P C v a o g R R R Y 8 7 tb .: C. :..::::::: 0 LAND SURVEYORS 405 S.E. 6th AVE, (FEDERAL HWY,) LAND PLANNERS BRUCE CARTER & ASSOCIATES, INC. DELRAY BEACH, Fl, 33483 (561) 265 -1910 SKETCH OF SURVEY LEG END, BOUNDARY CIL = CENTERLINE RIV = RIGHT OF VAY JERRY ROSENBLOOM AB. = DEED T BOOK FOR: ---------------- - - - - -- PG. = PAGE U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT C-1 P.UC = POINT OF COHNENCMENT R = 50' ROB = POINT OF BEGINNING DELTA = 82'00'40" P.O.T = POINT OF TERMINUS A = 71.5 7' -0- V P.P = CATCH WOOD POWER POLE CONC = CONRETE ZT9 C & G = CURB AND GUTTER FOUND NAIL TAB NDIGO POINT L DESCRIPTION; LOT 69, PLACE AU- SOLEIL, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN � AT BOOK 27. 147.26 / \ PAGE 69 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, LESS AND EXCEPT THAT PORTION OF LOT 69 DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 69; THENCE RUN WES "iERLY ALONG THE / \ SOUTH BOUNDARY OF SAID LOT 69 A DISTANCE OF 50.00 FEET; THENCE RUN NORTHERLY AT RIGHT ANGLES TO THE PRECEDING COURSE A DISTANCE OF 58.33 FEET MORE OR LESS TO A POINT WHERE THE SOUTHERLY BOUNDARY OF LOT 70 IS INTERSECTED; THENCE RUN SOUTHEASTERLY ALONG SAID LINE A DISTANCE OF 76.83 FEET MORE OR LESS TO THE POINT OF BEGINNING. / / ASPHALT \ ELEVATIONS ARE NGVD 1929 / I \ BENCH MARK; HAULOVErR COUNTY STSTEM P.R.C. FOUND IP FOUND IRON ROD & CAP ,VO�p rocsA C 1 �o °5 �O v a !p 0 DRIVEWAY �90 19.8' 13.06' Q 23.6' o GARAGE EL. 8.81 5.2'x, c m i� 8.2' h. 6 ' 14.4' D 4' C.L.F. o O � 0/H FLOOR EL. 9.56 x --- x x X X— +\ (D \ �9 AT ENTRANCE SET IRON _ °..\ ROD & CAP L4- in LOT 69 to 92355 \ of ONE STORY RESIDENCE # 940 POOL 13 \ PUMP. \ o \ 24.3 0 10.8' 24.4' I \ \ POOL I \ \ 13.7' x 30.6' y N x \ 12.96' 29.9' PAVERS PATIO - X— X– �. d x Ln \ a x N 4.6' x 5' BO A9• \ \ ?3. 13.4' AT DAVITS x Ss, 9� a ao 1.4' SEAWALL CONC. M 133.07 50 \ FOUND NAIL ( WOOD DOCK / POB IN SEAWALL LIFT NOT INCLUDED 30.1' FOUND DRILL 0.76' S. I I HOLE IN SEAWALL L - -J 0.50 E. CANAL NOTE: NOTES: THE UNDERSIGNED AND BRUCE CARTER & ASSOCIATES, INC. MAKE NO REPRESENTATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED THIS SKETCH IS THE PROPERTY OF BRUCE CARTER & HEREON PERTAINING TO EASEMENTS, RIGHTS -OF -WAY, SETBACK LINES, ASSOCIATES, INC. AND SHALL NOT BE REPRODUCED IN RESERVATIONS, AGREEMENTS AND OTHER SIMILAR MATTERS, AND FURTHER, WHOLE OR ANY PART WITHOUTH THE WRITTEN PERMISSION THIS INFORMATION IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH OF THE ABOVE IN WRITING. MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPIATE TITLE SEARCH. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND /OR CERTIFICATION: EASEMENTS OF RECORD, I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVE UNDER MY DIRECTION IN --------- SEPT. 11 REVISIONS DATE BY - r .. BRUCE N. CARTE REGISTERED LA SURVEYOR # 2963 STATE OF FLORIDA LB #4683 SCALE 1" = 20' DRAWN BY SUE CHECKED BY FIELD BOOK FILE NO. LOT -69 PLACE AU SOLEI,L TOWN OF GULF STREAM, PALM BEACH COUNTY, FLORIDA DRAWING INDEX SURVEY SITE PLAN SP -1 FLOOR PLAN A -1 ROOF PLAN A -2 EXTERIOR ELEVATIONS A -3 EXTERIOR ELEVATIONS A -4 LANDSCAPE PLAN L -1 a va � N Z �4 0� Wa N Z W Q �O C� ¢f WQ UjO -N 7 W J Z W� O F U -07 -14 to E FEW ;M7 I rim- ml .1307 c r J 0 a�a ma � N Z Y <_ 08 N W G N � 0 t z Z I- U LOCATION MAP N.T.S. SITE PLAN NOTES 1. THIS SITE PLAN IS INTENDED TO SHOW THE CONFIGURATION AND APPROXIMATE LOCATION OF THE PROPOSED RESIDENCE AND ANCILLARY STRUCTURES. 2. OWNER/CONTRACTOR SHALL VERIFY THAT THE SITE IN ITSEXISTING CONDITION IS SUITABLE FOR THE PROPOSED CONSTRUCTION. 3. A REGISTERED LAND SURVEYOR SHALL VERIFY THAT THE RESIDENCE IS IN COMPLIANCE WITH ALL SETBACKS AS NOTED AND FREE OF ENCROACHMENT INTO ANY EASEMENTS OR SETBACKS. 4. IF APPLICABLE, ALL WORK SHALL BE IN COMPLIANCE WITH GUIDELINES SET FORTH BY THE ARCHITECTURAL REVIEW COMMITTEE OR HOME OWNERS ASSOCIATION. AUTHORIZATION TO PROCEED WITH THIS WORK SHALL BE CONSTRUED AS APPROVAL WITH THE WORK AS SET FORTH IN THESE CONSTRUCTION DRAWINGS. 5. COORDINATE HARDSCAPE DESIGN (I.E. DRIVEWAY, PATIO, ETC.) WITH LANDSCAPE ARCHITECT. SITE ELEVATION LEGEND: SYMBOL: DESCRIPTION: ELEV. 0-0' ELEV. INDICATES ELEVATION DRAWN: JL INDICATES PROPERTY LINE CHECKED BY- QM INDICATES CENTERLINE REVISIONS: INDICATES DIRECTION OF DRAINAGE LEGEND: INDICATES EXISTING ONE STORY RESIDENCE TO REMAIN DRAWN: JL INDICATES PROPOSED CHECKED BY- QM ADDITION REVISIONS: PROPOSED COVERED ENTRY E:lINDICATES ADDITION. SEE FLOOR PLAN FOR INTERIOR RENOVATIONS. 0 SETBACK CALCULATION IRREGULAR SHAPED LOT AVERAGE LOT WIDTH SIDE SETBACK: FRONT CHORD LENGTH+ REAR PROPERTY LINE xx 2 65.6094' (FRONT CHORD) + 133.07' (REAR PROPERTY LINE) 99.3397' 2 REQUIRED AGGREAGATE SETBACK: 30% OF AVERAGE WIDTH _99.3397 x .30 : 29.80' AGREGATE SETBACK REQUIRED 13.1042' SETBACK (EXISTING SIDE) 16.6958' SETBACK REQUIRED (ADDITION SIDE) 16'.833" SETBACK PROVIDED (ADDITION SIDE) (16' -10 ") SITE CALCULATIONS SITE AREA: 15,045 S.F. ALLOWABLE F.A.R. (33 %) AU SOLEIL LOTS: 4,964.86 S.F. (TOTAL AREA UNDER ROOF INCLUDED (PATIOS & GARAGE) TOTAL AREA UNDER ROOF: 4,963.23 S.F. IMPERVIOUS AREA 7,463.13 S.F. 49.61 PERVIOUS AREA 7,581.87 S.F. 50.39% 40% MIN C A N A L EXISTING METAL BOAT LIFT [.- j. 1 1 C 1'" 1�A1r SCALE: 1/8" = 1' -0" L R ELEVATION SHALL BE ABOVE FLOOD PLAIN (VERIFY) EY FOR ADDITIONAL SITE / ON. ARCHITECTS SITE PLAN/ PLACEMENT OF RESIDENCE X07 -14 =`i rift. 14 a ;k Z �Y uk3 1 0 r 1 J a m Q W LL LL O Z O COPYRIGHT 2003 BY MIKO AND ASSOCIATES, PA ALL RIGHTS RESERVED X10 PART OF THIS PLAN OR DESIGN :MAY BE REPRODUCED OR TRANSMITTED * ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) 'PHOTO COPYING, RECORDING OR ANY ,"INFORMATION RETRIEVAL SYSTEM), 0 TROUT THE WRITTEN APPROVAL F MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL =VERIFY AND BE RESPONSIBLE FOR 'ALL DIMENSIONS AND CONDITIONS bEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. • ' • n C' IL a • ' U a n ` ' • • • 'v • • • a � CERT. NO.: AA0002282 JOB: 11301 DATE. MARC14 2001 DRAWN: JL CHECKED BY- QM REVISIONS: PRELRVIJNARY- O PROGRESS SET: 0 BID SET: ❑ PERMIT SET- CONSTRUCTION SET: 71 1 .......... ........... c(tvile'l 6 a CF\� n a a N O aq �a V, WNN ZF gKga Wa 00 wa wg m N O> x 191_7^ 77, a^ iii'.Rv^ n' .,[^ Fj kels] SCALE: 1/4' = V -0' ®1-^1VA ;k =a I' 7 k, a h O r Cif a F- 1— COPYRIGHT 2003 BY A9KIAS AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. -UZ � � S o N- Llyro:01 Z �Wo� Ld 0 0� w o z� CERT. NO: AA0002282 JOB: 11301 DATE MARCW 2001 DRAAwN. JL CHECKM BY CM REVISIONS: PRELRYUKARY 0 PROGRESS SEP O BID SET O PERMIT SEP CK CONSTRUCTION SUP El JiNAii q c. .... .................. ............ G. " 4 R• -1� Z ��xd.ul?Y F O ti r O J m Q W L6 O z O I COPYRIGHT 2003 BY MU(IM AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED N ANY FORM OR BY ANY MEANS, "ELECTRONIC OR MECHANICAL (INCLUDING) �IPHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), I+ITHOUT THE WRITTEN APPROVAL `QF MIKLOS AND ASSOCIATES P.A. 10 DERIVATIVE WORKS OF THIS PLAN ytAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL Z- VERIFY AND BE RESPONSIBLE FOR i'ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. `iAITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. %TJ °oU z o� um� 0 0 �� o z� CERT. NO: AA0002282 JOB= 11301 DATE MARCH 2001 DRAWN: JL CBECKED BY QM REVISIONS PRELMNARY ❑ PROGRESS SET`• ❑ BID SET`• ❑ PERM SET: N CONSTRUCTION SET: ❑ �A -2� �4 NEW SM. IFOOL ELEV +9' -4" h EXIST. FIN. FLOOR '-F —ELEV +0' -0" 12 5t� -- - - - - -- ---------------------------------- -------------------------- EXISTING ADDITION f - - - -•_ -- E-------- - - - - -- 12 8 GRAY SLATE -STYLE ROOF TO CalFLY UATN SEC. 10 -238 �I ■�IIIGI�II ■I�III�� RN WON RENOVATED T.O. . SM. Y ELEV +12' -0" ,gk T.O. EXIST. SM. ELEV +9' -4" T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) EXIST. FIN. FLOOR �T ELEV +0' -0" FRONT ELEVATION SCALE: 1/4' = 1' -0" m.. •E 1 r � i NEW SM. ELEV +9' -4" T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) EXIST. FIN. FLOOIrj SCALE: 1/4' = 1' -0' 01,14 �• fl w fit. fa O 1 T J COPYRIGHT 2003 BY MHQAS AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED gy IN ANY FORM OR BY ANY MEANS, i4 ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN 3 PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. 4"o PA� v� W 0 eft vJq IL 8 to � z� W CERT. NO: AA0002282 JOB: 11301 DATE =1" ARCH 2001 DRAWN: JL CHECKED BY= QM N� STUCCO SAN DM DETAIL SMOOTN FNIS14 N I 12 5t� -- - - - - -- ---------------------------------- -------------------------- EXISTING ADDITION f - - - -•_ -- E-------- - - - - -- 12 8 GRAY SLATE -STYLE ROOF TO CalFLY UATN SEC. 10 -238 �I ■�IIIGI�II ■I�III�� RN WON RENOVATED T.O. . SM. Y ELEV +12' -0" ,gk T.O. EXIST. SM. ELEV +9' -4" T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) EXIST. FIN. FLOOR �T ELEV +0' -0" FRONT ELEVATION SCALE: 1/4' = 1' -0" m.. •E 1 r � i NEW SM. ELEV +9' -4" T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) EXIST. FIN. FLOOIrj SCALE: 1/4' = 1' -0' 01,14 �• fl w fit. fa O 1 T J COPYRIGHT 2003 BY MHQAS AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED gy IN ANY FORM OR BY ANY MEANS, i4 ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN 3 PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS, DRAWINGS AND SPECIFICATIONS. 4"o PA� v� W 0 eft vJq IL 8 to � z� W CERT. NO: AA0002282 JOB: 11301 DATE =1" ARCH 2001 DRAWN: JL CHECKED BY= QM OL T.O. . SM. _ ELEV +12' -0" OIL NEW SM. ELEV +9' -4" 1. T.O. EXIST. SM. ELEV +8' -2" OL EXIST. FIN. FLOOR ELEV +0' -0" T.O. EXIST. SM. ELEV +8' -2" (VERIFY EXIST.) OIL EXIST. FIN. FLOOR -F ELEV +0' -0" a n v a w 0 �a y w= N Wa dip K`Jl �S c J Z �S t7 T 4 co 0 12 5 12 EXIST. 14 SLOPE STUCCO DANDMG DETAIL SMOOTH FMISN 0 m---------------------- I - ----------------- t - ---- ---------------------------------------------------------- ADDITION 12 4 1 EXIST. SLOPE EXISTINCs 12 5 T.O. EXIST. IW IVI. ELEV +8' -2" (VERIFY EXIST.) N FAUX WNDM DETAIL: PROVIDE STUCCO RECESS TO RECEIVE DECORATIVE GRILL TO SMLATE WMDCW FRAME AND MULLS EXIST. FIN. FLOOR LEFT SIDE ELEVATION 12 15 NEW 9M. ELEV +9' -4" wL EXIST'. FIN. FLOOR ELEV +0' -0" RIGHT SIDE ELEVATION SCALE: 1/4' = V -0' 1!01 "14 u:.: > k "I +y+ ii r,;a�n.�su g r m i i-o- COPYRIGHT 2003 BY IV HaM AND ASSOCIATES, PA ALL RIGHTS RESERVED NO PART OF THIS PLAN OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL (INCLUDING) PHOTO COPYING, RECORDING OR ANY INFORMATION RETRIEVAL SYSTEM), WITHOUT THE WRITTEN APPROVAL OF MIKLOS AND ASSOCIATES P.A. NO DERIVATIVE WORKS OF THIS PLAN MAY BE MADE WITHOUT PRIOR WRITTEN PERMISSION. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS DEPICTED ON THESE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. MIKLOS AND ASSOCIATES P.A. MUST BE NOTIFIED OF ANY DISCREPANCIES FOUND AND ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS. DRAWINGS AND SPECIFICATIONS. auk zn OCU7' f9i W 0 a� a �W0� W O w lz � e O �p "' U z � CERT. NO: AA0002282 JOB: 11301 DATE: MARC 44 2001 DRAWN: JL CHFCKM BD QM M` A�4 a W OF Sp I6 Q y g Ay Y 8 7 C. .......... PLANT LIST TREES AND PALMS GUM 3 Bursea Simaruba /Gumbo Limbo 14' OA, 3 "CAL, 6'CT, full RP 1 Delonix Regia /Royal Poinciana 14' OA, 3 "CAL, 6'CT, full JAP 2 Filicium Decipiens /Japanese Fern Tree 14' OA, 3 "CAL, 6'CT, full LIG 1 Ligustrum Lucidum/Wax Privet Tree 8'x8' OA, multi, full PHM 1 Phoenix Medjool /Medjool Date Palm 10'WD, SGL, full WIN 6 Vietchia Winin/Winin Palm 12 -14' OA, full FP2 1 Wodyetia Bifurcata /Foxtail Palm 12- 14'OA, DBL, full FP3 3 Wodyetia Bifurcata /Foxtail Palm 12- 14'OA, TRPL, full PR3 6 Phoenix Roebellenii /Pygmy Date Palm 5 -6' OA, TRPL, full EUR 2 Chamaedorea Humilis /European Fan Palm 4' OA, full CFP 2 Livistonia Chinensis /Chinese Fan Palm 8 -10' WD, curved, full ACCENTS, SHRUBS, AND GROUNDCOVERS BOS 2 Bouganvillea Standard 'Purple' 5 -6'OA, STD, full HIB 2 Hibiscus Mona Loa Standard 5 -6'OA, STD, full JAT 10 Jatropha Hastata / Jatropha 60A, multi, full CAL 11 Calathea Zebrina /Zebra Calathea 3 GAL, 2'OA, 2'OC, full IXY 128 Ixora Florida Sunset/Yellow Ixora 3 GAL, 18-OA, 2 OC, full Cl 96 Chrysobalanus Icaco /Cocoplum 3 GAL, 3'OA, 2'OC, full RUE 86 Ruellia Brittonia Purple Showers / Ruellia 3 GAL, 2-OA, 2'OC, full FLX 16 Dianella Tasmanica /Blueberry Flax Lily 3 GAL, 2'OA, 2'OC, full DUR 152 Duranta Repens /Golden Dew Drop 3 GAL, 2'OA, 2'OC, full GM 246 Duranta Erecta /Duranta Gold Mound 3 GAL, 2'OA, 2'OC, full `' " E HIB 44 Hibiscus Bush Mona Loa 3 GAL, 2'OA, 2'OC, full PP 68 Podocarpus Pringles /Dwarf Podocarpus 3 GAL, 12 "OA, 2 "OC, full ANT 42 Anthurium Lady Jane/ Lady Jane Anthurium 1 GAL, 6" OA,12 "OC, full POR 200 Portulaca Puerto Rico 1 GAL, 6" OA, 6 "OC, full SOD As Req'd St. Augustine Sod SQ. FT. GENERAL PLANTING NOTES 1. All planting notes to be Florida #1 grade or better as stated in "grades and standards for nursery plants" part I and part II (2007), State of Florida, Department of Agriculture, Tallahassee. 2. All prohibited plant species shall be eradicated from the site. 3. All plant material to be handled and planted in accordance with standard nursery practices. 4. All plant material to be guaranteed for a period of ninety (90) days from date of installation. 5. All planting beds to receive three (3) inches of maleluca, recycled bark or other mulch, type "B ", or better. (no cypress mulch) 6. All planting areas must be irrigated to provide (100% coverage & 50% overlap) by an automatic irrigation w /water sensor system installed by certified irrigation contractor. 7. Sod and irrigation will be provided within all the unpaved areas including the R.O.W. 8. All mechanical equipment must be screened on three sides w/a hedge, solid fence or wall to a height minimum 6" above the item. 9. All underground utilities should be located 48 hours prior to commencement of landscape construction. The Landscape and /or Irrigation contractor is responsible to call toll free 1.800.432.4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. 10. The general contractor is responsible for rough grade within two -three (2 -3) inches of final grade. 11. In case of discrepancies, the landscape plan takes precedence over the plant list. 12. All existing trees to remain will be trimmed, pruned and protected with an appropriate construction barrier. 13. A minimum distance of 15 ft. separates all trees from pole lights and overhead utility lines. 15. Within all site triangles there shall be unobstructed visibility within 2.5' and 6' above pavement level. ;i I I � � � W M 'MW - Er - � � lu U � � L To'{ o r ti. I NORTH ARROW I GRAPHIC SCALE (1 IN = 8 FT.) 0 4 8 12 16 t®l ..1 ��E to SWUN N# DO NOT CUT LEADER PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING AS DIRECTED BY THE LANDSCAPE ARCHITECT DOUBLE STRAND 12 GAUGE WIRE WITH 3/4 "0 RUBBER HOSE. 3 PER TREE AT EQUAL SPACING, MULCH, 3" DEEP 3" BASIN FOR WATERING. 1/2 "x2' FLUORESCENT ORANGE MARKER *SET TRUNK FLAIR OR TOP ROOT 0' -2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK ALL TRIM 1/3 FROM CROWN, WIRE BASKETS REMOVE 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY 2 "x2 'x2' STAKE. TOP TO BE 2" MIN BELOW FINISH GRADE BACKFILL WITH PLANTING SOIL. SET ROOTBALL ON UNDISTURBED SOIL. *TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS SEE NOTE �� 000 ,0 41 0 010,10 0 0 0��0 0 o MULCH 3" DEEP p QQ S (SEE SPECS.) 1MA_ a o_OP g0_ n,��11, R�� / BACKFILL MIX AS SPECIFIED -' "'STING SOIL DISTANCE BETWEEN PLANTS SHOULD BE FAR ENOUGH TO ALLOW PLANTS TO REACH NATURE SIZE WITHOUT INTERFERING WITH GROWTH OF ADJACENT PLANT MATERIALS DISTANCE TO CENTERLINE WILL VARY ACCORDING TO SPECIES AND HABITAT OF GROWTH SO THAT NATURE PLANTS WILL NOT OVER LAP ONTO SIDE SIDEWALK STRUCTURES, PAVED AREAS, ETC. 01 LARGE TREE SHRUB/ GROUNDCOVER SPACING DETAIL 2" cal. and over PLANTING DETAIL _0 DBL. STRAND NO.12 GALVANIZ GUY WIRE (MIN. 3 PER TREE) RED FLAGGING TAI ON BRACE 2 "x4 "X8' -0" STAK (3 PER TREE) STAKES TO BE 18" BELOW PIT IN EXISTING SUBGRADE PROTECT TREE WITH 3/4 "0 RUBBER HOSE 3" DEEP LAYER OF APPROVED MULCH BACKFILL WITH PLANTING SOIL SOIL BERM FOR WATERING BASIN GRANULAR FILL MATERIAL OR EXISTING GRADE UNEXCAVATED FOR SUPPORT *SET TRUNK FLAIR OR TOP ROOT 0' -2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK /BALL *TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TRIM 1/3 FROM CROWN, WIRE BASKETS REMOVE TREES AND 12 MONTHS FOR PALMS 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TOE NAIL BRACE TO 2 "x4" WOOD BATTEN 4" WOOD (3 TOTAL) 3" DEEP LAYER G APPROVED MULCH BACKFILL WITH PLANTING GRANULAR F166- MATERIAL, OR EXISTING GRADE PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY. SET TRUNK FLAIR OR TOP ROOT 0' -1" ABOVE SURROUNDING FINISH GRADE. SOIL BERM FOR WATERING BASIN TO BE REMOVED COMPLETELY MULTI- TRUNK AND SMALL TREE SHRUB PLANTING DETAIL (2" cal. and under) PLANTING DETAIL 2 "x4 "x12" FOOT Pte' FC SOFT SOIL CONDITIONS SUCH AS SAND, BURIED 3 FT. BELOW GRADE *SET TRUNK FLAIR OR TOP ROOT 0' -2" ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK /BALL TRIM 1/3 FROM CROWN, WIRE BASKETS REMOVE 1/2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP TO BE REMOVED COMPLETELY *TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS METAL STRAPS SECURING 2 "x4 "x12" WOOD BATTENS MIN 5 LAYERS BURLAP 3" DEEP LAYER OF APPROVED MULCH BACKFILL WITH PLANTING SOIL SOIL BERM TO HOLD WATER 2'x2 "x4" WOOD STAKE PALM PLANTING DETAIL DBL. STRAND NO.12 GALVAN RED FLAGGING T ON BRACE 2 "x4 "X8' -0" ST STAKES TO BE 18" BELOW PIT IN EXIS' SUBGRADE m 0 800 GRANULAR FILL MATERIAL OR EXISTING GRADE UNEXCAVATED ABOVE SURROUNDING FINISH GRADE. UNTIE BURLAP 1/3 FROM BASE OF TRUNK /BALL TRIM 1/3 FROM CROWN, WIRE BASKETS REMOVE 1 2 FROM TOP OF BALL AND ALL SYNTHETIC BURLAP BE REMOVED COMPLETELY ��I PROTECT TREE WITH 3/4 "0 RUBBER HOSE 3" DEEP LAYER OF APPROVED MULCH BACKFILL WITH PLANTING SOIL SOIL BERM FOR WATERING BASIN GRANULAR FILL MATERIAL OR EXISTING GRADE UNEXCAVATED FOR SUPPORT *TREE SUPPORTS TO BE REMOVED IN 6 MONTHS FOR TREES AND 12 MONTHS FOR PALMS SMALL TREE (2" cal. and under) PLANTING DETAIL F1T5FaFT NO ENTRY NO STORAG NO DRIP LII ENCROACHk BARRICADE OF ORANGE "TENSOR" HIGH VISIBILITY MESH 4' HIGH FENCE AT DRIP LINE FENCE SUPPORTS SPACED 5 APART - A BARRIER SHALL BE INSTALLED AROUND THE TREES IN ORDER TO PROTECT THEM DURING CONSTRUCTION - THE BARRIER SHALL EXTEND TO THE DRIPLINE. - THE SOIL WITHIN THE DRIPLINE SHALL BE KEPT FREE OF BUILDING MATERIALS - CLEANING OF ANY EQUIPMENT WITHIN THE PROTECTIVE BARRIER IS PROHIBITED TREE PRESERVATION BARRICADE FENCING DETAIL *PLANTING HOLES TO BE 3 TIMES THE DIAMETER OF ROOT BALL AT THE SURFACE AND 2 TIMES THE DIAMETER OF ROOT BALL AT THE BOTTOM /DEPTH PER CITY OF WEST PALM BEACH REQUIREMENTS GENERAL NOTES: 1. PLANT MATERIAL: All plant material shall be Florida #1 or better as established by "Grades and Standards for Nursery Plants" of the state of Florida, Department of Agriculture. 2. All trees, shrubs and groundcovers shall be of the sizes as specified in the Plant List. 3. Quantities listed on the the Plant List are for estimating purposes. Contractor shall verify all quantities. Mulch, topsoil, fertilizer, etc. shall be included in the unit cost of the plants. 4. Where there is a discrepancy either in quantities, plant names, sizes or specifications between the plan or plant list, the plan takes precedence. 5. All planting beds and water basins for trees shall be covered with a 3" minimum depth of shredded eucalyptus or other organic mulch grade 'B' or better. 6. The Planting Plan shall be installed in compliance with all existing City codes and applicable deed restrictions. 7. SOD: All areas not used for buildings, vehicular use areas, walks or planting beds shall be grassed. Grassing shall extend to any abutting street pavement edge and to the mean waterline of any abutting canal, lake or waterway. Sod to be grade "A" weed free. All areas marked "Lawn" shall be St. Augustine "Floratam" solid sod. The Dry Retention area shall be "Bahia Gross" / "Pospaium Notatum ". All sod shall be set level tight and even along planting beds. Landscape contractor is responsible for providing their own square footage takeoffs and field verification to provide 1001 sod coverage of all areas specified 8. PLANTING SOIL: All trees and shrubs shall be planted with a minimum of 12" topsoil around and beneath the rootball. Minimum topsoil shall be 6" for groundcover areas, 4" for seeded grass areas and 2" for sodded grass areas. 9. Planting soil to be a weed -free mixture of 50% sand, 40% muck, and 10% Canadian peat. All plant material to receive planting soil as per details. Planting soil backfill for iafl proposed 10. Contractor is responsible for determining all utility locations and installing facilities so as to not conflict. All damage to existing utilities or improvements caused by Contractor shall be repaired at no additional cost to the Owner. 11. Contractor to notify "Sunshine" at 1- 800 - 638 -4097 (48) hours prior to digging for underground utility locations. 12. Contractor shall be responsible for providing final grading of all associated planting areas. 13. After final grade, area to be raked to 6" depth and all rock and foreign inorganic materials removed and disposed of properly off -site. 14. All planting holes to be hand dug except where machine dug holes will not adversely affect or damage utilities or improvements (see note 8). 15. No plunging of any tree or palm will be accepted. All plants to be planted w/ trunk flair or surface root 10% above grade (per City of West Palm Beach requirements). 16. Contractor shall stake & guy all trees and palms at time of planting as per the appropriate detail. Contractor is responsible for the maintenance and /or repair of all staking and guying during warranty period. 17. All parking islands measuring less than 11 feet (including curbs) due to turning radii requirements shall have root barriers installed against the full perimeter of the island. All limerock shall be excavated from islands to a depth of 2 -1/2 feet and backfilled with the specified planting mix. 18. Fertilizer for grass areas shall be NPK 16 -4 -8 0 12.5 Ibs /1000 s.f. or 545 Ibs /acre. Nitrogen 50% slow release form & fertilizer to include secondary micronutrients. 19. SUBSTITUTIONS AND CHANGES: All substitutions and changes shall be approved in writing prior to installation. Any discrepancies between plans, site and specifications shall be brought to the immediate attention of the Architect, the owner and The City of West Palm Beach. 20. WATERING: All plant material shall be watered in at time of planting in accordance with standard nursery practices. In addition, Contractor will continue watering of plant material until substantial completion and as needed thereafter for a period of 2 months. 21. EXISTING MATERIAL: All existing material shall be brought to current city code standards. all existing hedges must be continuous as required. 22. DRAINAGE EASEMENT. Written approval must be obtained from local water management district prior to planting within the drainage easement. 23. All new plant material shall be guaranteed for 1 year from time of final acceptance of project. Any plant material not in a healthy growing condition will be replaced by the Contractor at no additional cost to the Owner within 10 days of notification. For all replacement plant material, the warranty period shall be extended an additional 45 days beyond the original warranty period. Warranty is null and void for plant material which is damaged or dies as a result of "acts of God" limited to hail, freeze, lightening, automobile damage, and winds exceeding 75 mph as defined by the Miami Hurricane Center. All trees that lean or are blown over, caused by winds less than 75 mph, will be re -set and braced by the Contractor at no additional cost to the Owner. 24. Type "D" curbing and wheel stops shall be provided in the V.U.A. Refer to paving and drainage detail sheet for detail of type "D" curb and wheel stop. 25. The successful bidder shall furnish to the Owner a unit price breakdown for all materials. The Owner may, at its discretion, add or delete from the materials utilizing the unit price breakdown submitted. 26. No plant material will be accepted showing evidence of cable, chain marks, equipment scars, or otherwise damaged. 27. Plant material will not be accepted when the ball of earth surrounding its roots has been cracked, broken or otherwise damaged. 28. Root -prune all trees a minimum of (8) weeks prior to planting. 29. Tree grates shall be positioned to meet in the center of treewell and have uniform spacing around outside edges of castings. Install grates where indicated on plans flush and leveled with surrounding pavement surface. Install steel angle frame, in concrete flush and leveled with surrounding paving surface, maintain flush and leveled at all times. 30. All landscaped areas will be irrigated by an underground, automatic, rust -free irrigation system providing 100% coverage and 100% spray overlap. The system shall be maintained in good working order and designed to minimize water on impervious services and not oversproy walkways. A rain sensor device shall be installed to override the irrigation cycle of the system when adequate rainfall has occurred. 31. Hedge material shall be planted equal to the height of all dumpsters, transformers, mechanical equipment and other ground free - standing utility equipment or enclosures. 32. All plant material planted within the sight distance triangle areas (see plan) shall provide unobstructed cross - visibility at a horizontal level between 30 inches and 8 feet above adjacent street grade. 33. No canopy trees shall be planted within 15 feet of a light pole. No palm species shall be planted within 6 feet of a light pole. 34. Ground cover plantings shall provide not less than 75 percent coverage immediately upon planting and 100 percent coverage within 3 months after planting. 35. Tree protection barricades shall be provided around existing trees that may be impacted by the proposed construction. Prior to any construction a tree protection barricade inspection shall be conducted by the landscape architect, owner or governing municipality. Refer to landscape detail for tree preservation barricade fencing. 36. Tree removal /relocation permits must be obtained for existing trees to be removed or relocated. 37. In all pedestrian areas, all trees and palms shall be maintained to allow for clear passage at an 8 foot clear trunk. 38. Quantities shown on the plant list take precedence over any discrepancies between the plans and plant list. 39. Proposed berms shall not exceed a 3:1 slope. 40. All plants are to be top dressed with a minimum 3" layer of Maleleuca mulch, Eucalyptus mulch or equal. Mulch 18" beyond plantings. 41. All Landscape areas are to be provided with automatic sprinkler system which will provide 100% coverage and 50% overlap. All irrigation fittings and head connections will be purple pipe, Sch 40 PVC. 42. Trees in Lawn area are to receive a 24" diameter mulched saucer at the base of the trunk. 43. Rain sensor is required and shall be no over spray on any walkways or sidewalks. 44. Contractor must obtain landscape, irrigation and tree removal permits. 45. Trees shall be planted 4' from all underground utility lines . Written approved will be obtained from all utility ccmpanies for the proposed trees in the landscape easements prior to building permit and approval from the City of Weston. 46. Landscaping to be clear 7' -6" of front and sides and 4' belting all fire hydrants, typ. t z", ��I��rr