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HomeMy Public PortalAbout07-4 Large Plan:Y RESIDENCE ABOVE SEA LEVEL EXISTING GOLF COURSE I U O W � 0 — POOL0 — o ACK w — 8 °° I I I °o I \ I �O 00 I� �° I 01 101 -011 SIDE —A S TBACK I I I ?.00 I I '7\°o 3' HI. JLUM. FENCE J ?s I � I W °O W I Q T I 4' HI. JLUM. 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I 25.50 in °U CP N, N NEW HINGED DECORATIVE METAL GATE N. COUNTY ROAD \ 25.00 s MOVE CAR NQ 0 9 W m � O LL -I 0 r I 10' -011 I S TRACK 00 i I I I 00 I I o0 III •e � e I i i W 1 DTH OF DRLVEHAY Y N o Q s NEW 5' HI H cq o PIERS - w NEW SLIDING DECORATIVE o METAL GATE I 00 I 1k • 0 0 ' HI. ALUM. I I EXISTING Ti FINISH FLOOR AT GA FINISH FLOOR AT Ht W 0 Q N X W W O LO M J J Q LL O O f I f , �Q f f i Fot� r —�5= 27th Ter Ja .�'�Petic i t: ^;vr'x�cw o SE 28th Cif I � 1 � I i LOCATION MAP NOT TO 9"L9 COON RESIDENCE 4110 COUNTY ROAD LOT 5 GULFSTREAM, FLORIDA 554BB 07 -4 �a am oW Nq N3j Lu O� K aLL O } F Qw �Q Lu w wR ?w N DaZN NOLO W }Oar W Lu N =?Z wQ< m�N M Q A aQz Q U) Q�0 H Zz ?aS a N!NPUI WFQ N� LL = } O Z aa� 110 Q�HQ aWN >u Lu Q> ma aWZ 7Em2 Z a�? W J F W. 0 ozs� Q w J J Q WW a�w F- K J L3 z3 =�J E -Z azLU w K i a�v 33z Lu o� 7d"3 - uZZN NW� F =z 0 aaw- ? 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CHEOKEC I 11/15/06 i scA,11-011 E a JOB NO. 03_3033 SHEET 01 LOP SHEE z ,n Z Lu Z �Q F Z W W N v V m t V L m C a� r W 0 Lo cr Z 0 0 W -' LL w rmt� V� OLUZ Er cr W GQ 0 Z —J Z 0 0 W m O � J r—>F%A.wN S.A. CHEOKEC I 11/15/06 i scA,11-011 E a JOB NO. 03_3033 SHEET 01 LOP SHEE 1. 4.9 1.2' 0 r GRAPHIC SCALE 20 O 10 20 40 ( IN FEET ) 1 inch = 20 ft. CAULFIELD & WHEELER, INC. CIVIL ENGINEERING - LAND PLANNING LANDSCAPE ARCHITECTURE - SURVEYING 7301A W. PALMETTO PARK ROAD - SUITE 100A BOCA RATON, FLORIDA 33433 PHONE (561)- 392 -1991 / FAX (561)- 750 -1452 80 GULFSTREAM BOUNDARY SURVEY L 5 NOTES: TYPICAL LEGEND NQTES EAST LINE OF THE WEST HALF OF A/C - AIR CONDITIONER LOW. - LOWEST L - ARC LENGTH M.H. - MANHOLE ASPH. - ASPHALT MEAS- MEASURED ALUM. - ALUMINUM MON. - MONUMENT BLDG. BUILDING N/T - NAIL & TAB BLK. - BLOCK NO. - NUMBER C & G - CURB AND GUTTER D.E. - OVERHEAD ELECTRIC C.B. - CATCH BASIN 0/L - ON LINE C.M.P. - CORRUGATED METAL PIPE O/S - BUILDING OFFSET C.O. - CLEANOUT O.R.B. - OFFICIAL RECORD BOOK CALC. - CALCULATED P.B. - PLAT 8" CATV. -CABLE TELEVISION RISER P•C - POINT OF CURVATURE CBS - CONCRETE BLOCK & STUCCO P.C.P. - PERMANENT CONTROL POINT CONC. - CONCRETE RI.- POINT OF INTERSECTION COR. - CORNER P.O.B. - PONT OF BEGINNING COV. COVERED P.O.C.- POINT OF COMMENCEMENT D.E. - DRAINAGE EASEMENT P.P. - POWER POLE E.O.P. - EDGE OF PAVEMENT P.R.M. - PERMANENT REFRENCE E.O.W. - EDGE OF WATER MONUMENT PROP. - PROPOSED ELEC. - ELECTRIC P.T. - POINT OF TANGENCY ELEC. - ELEVATION R - RADIUS ESMT. - EASEMENT R.R. - RAILROAD EXIST. - EXISTING R/W - RIGHT -OF -WAY F.H. - FIRE HYDRANT RES. - RESIDENTIAL F.P.L. - FLORIDA POWER & LIGHT RGE. - RANGE FIN. - FINISHED S.B.T.- SOUTHERN BELL TELEPHONE FLR. - FLOOR SAN. - SANITARY FND. - FOUND SEC - SECTION G.V. - GATE VALVE SO. FT. - SQUARE FEET I.P. - IRON PIPE T.O.B. - TOP OF BANK I.R. /CAP - IRON ROD & CAP T.V. - TELEVISION INT - INTERSECTION TWP• - TOWNSHIP INV. - INVERT U.E. - UTILITY EASEMENT L.P. - LIGHT POLE W.M. - WATER METER CHATT.- CHATTAHOOCHEE 0 - DELTA (CENTRAL ANGLE) L.W.D.D. -LAKE WORTH DRAINAGE DISTRICT ALUM- ALUMINUM ® - STORM MANHOLE OT 5/8 IR /CAP l8 3591 ® - SANITARY MANHOLE REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED NTH AN EMBOSSED SURVEYOR'S SEAL. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATUM. THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. FLOOD ZONE: "B "; COMMUNITY PANEL NQ. 125109 0001 D; DATE: SEPTEMBER 30, 1982 (PER THE TOWN OF GULFSTREAM). PROPERTY ADDRESS: 4110 COUNTY ROAD, GULFSTREAM, FLORIDA • 33483 -7512. i DESCRIPTION: THAT CERTAIN PARCEL OF LAND IN SECTION 34, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS. BEGINNING AT A POINT IN THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, AT A DISTANCE OF 805.43 FEET, MEASURED ALONG SAID EAST LINE, NORTHERLY FROM THE SOUTH LINE OF SAID SECTION 34; THENCE NORTHERLY ALONG THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, 100 FEET; THENCE WESTERLY, PARALLEL TO THE SOUTH LINE OF SAID SECTION 34, 140 FEET; THENCE SOUTHERLY, PARALLEL TO THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, 100 FEET; THENCE EASTERLY, PARALLEL TO THE SOUTH LINE OF SAID SECTION 34, 140 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA. CONTAINING 13,972 SQUARE FEET / 0.3208 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON JULY 15, 2003. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17 -6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. lE iw;x I L11 , L.S. ��R!A GLAND SURVEYOR #5302 STE OF FLORIDA LB #3591 REVISIONS I`'iiiisl•a� DATE 7/15/03 SCALE 1" =20' FLD.BK. 434 CHECKED BY JRW PAGE 33 -35 FILE NAME 4492SUR 4492 SHT.NO. 17 OF 1 SHEETS 9� rte. r r� r a r Oaf r \D 1.25' GRAPHIC SCALE 20 0 10 20 40 ( Di Fm) 1 inch = 20 ft. CAULFIELD ;, WHEELER, INC. CIVIL ENGINEERING - LAND SURVEYING 7301A W. PALMETTO PARK ROAD - SUITE 100A BOCA RATON, FLORIDA 33433 ,% 1. (560-392-1991 FAX s ao GULFSTREAM BOUNDARY SURVEY NOTES: TYPICAL SITUATE IN THE LEGEND NOTES A/C - AIR CONDITIONER LOW. - LOWEST L - ARC LENGTH M.H. - MANHOLE ASPH. - ASPHALT MEAS- MEASURED ALUM. - ALUMINUM MON. - MONUMENT BLDG. BUILDING N/T - NAIL At TAB BLK. - BLOCK NO. - NUMBER C At G - CURB AND GUTTER O.E. - OVERHEAD ELECTRIC C.B. - CATCH BASIN 0/L- ON LINE C.M.P. - CORRUGATED METAL PIPE 0/S - BUILDING OFFSET C.O. - CLEANOUT O.R.B. - OFFICIAL RECORD BOOK CALC. - CALCULATED P.B. - PLAT BOOK CAN. -CABLE TELEVISION RISER P.C. - POINT OF CURVATURE CBS - CONCRETE BLOCK At STUCCO P.C.P.- PERMANENT CONTROL POINT CONC. - CONCRETE P.I.- POINT OF INTERSECTION COR. - CORNER P.O.B. - POINT OF BEGINNING COV. COVERED P.O.C.- POINT OF COMMENCEMENT D.E. - DRAINAGE EASEMENT P.P. - POWER POLE E.O.P. - EDGE OF PAVEMENT P.R.M.- PERMANENT REFRENCE E.O.W. - EDGE OF WATER MONUMENT ELEC. - ELECTRIC PROP. - PROPOSED ELEV. - ELEVATION P.T. - POINT OF TANGENCY ESMT. - EASEMENT R - RADIUS EXIST. - EXISTING R.R. - RAILROAD F.H. - FIRE HYDRANT R/W - RIGHT -OF -WAY F.P.L.- FLORIDA POWER At LIGHT RES. - RESIDENTIAL FIN. - FINISHED RGE. - RANGE FLR. - FLOOR S.B.T.- SOUTHERN BELL TELEPHONE FND. - FOUND SAN. - SANITARY G.V. - GATE VALVE SEC - SECTION I.P. - IRON PIPE SQ. FT. - SQUARE FEET I.R. /CAP - IRON ROD At CAP T.0.8. - TOP OF BANK INT - INTERSECTION T.V. - TELEVISION INV. - INVERT TW . - TOWNSHIP L.P. - LIGHT POLE U.E. - U11UTY EASEMENT CHATT.- CHATTAHOOCHEE W.M. - WATER METER L.W.D.D. -LAKE WORTH & - DELTA (CENTRAL ANGLE) DRAINAGE DISTRICT ALUM- ALUMINUM (5 - STORM MANHOLE 0 SET 5/8 "IR /CAP LB 3591 QS - SANITARY MANHOLE REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. LANDS SHOWN HEREON ARE NOT ABSTRACTED FOR RIGHTS -OF -WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD. ELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATUM. THE "LAND DESCRIPTION" HEREON IS IN ACCORD WITH THE DESCRIPTION PROVIDED BY THE CLIENT. UNDERGROUND FOUNDATIONS WERE NOT LOCATED. FLOOD ZONE: "B "; COMMUNITY PANEL NO. 125109 0001 D; DATE: SEPTEMBER 30, 1982 (PER THE TOWN OF GULFSTREAM). PROPERTY ADDRESS: 4110 COUNTY ROAD, GULFSTREAM, FLORIDA 33483 -7512. DESCRIPTION: THAT CERTAIN PARCEL OF LAND IN SECTION 34, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, AT A DISTANCE OF 805.43 FEET, MEASURED ALONG SAID EAST LINE, NORTHERLY FROM THE SOUTH LINE OF SAID SECTION 34; THENCE NORTHERLY ALONG THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, 100 FEET; THENCE WESTERLY, PARALLEL TO THE SOUTH LINE OF SAID SECTION 34, 140 FEET, THENCE SOUTHERLY, PARALLEL TO THE EAST LINE OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SAID SECTION 34, 100 FEET, THENCE EASTERLY, PARALLEL TO THE SOUTH LINE OF SAID SECTION 34, 140 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN THE TOWN OF GULFSTREAM, PALM BEACH COUNTY, FLORIDA. CONTAINING 13,972 SQUARE FEET / 0.3208 ACRES, MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, COVENANTS, AND RIGHTS -OF -WAY OF RECORD. CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED BOUNDARY SURVEY OF THE HEREON DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION ON JULY 15, 2003. 1 FURTHER CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17 -6 ADOPTED BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO FLORIDA STATUTES 472.027. ----------------------------- JEFFREY R. WAGNER, P.L.S. REG. LAND SURVEYOR #5302 STATE OF FLORIDA LB #3591 DATE 7/15/03 SCALE 1"=20' FLD.BK. 434 CHECKED BY JRW PAGE 33 -35 FILE NAME 4492SUR ADDED TOPO 2/8/07 DBF PERMIT SKETCH 2/5/07 CE REVISED EXISTING ELEVATIONS 8/9/03 BJF REVISIONS DATE BY DATE 7/15/03 SCALE 1"=20' FLD.BK. 434 CHECKED BY JRW PAGE 33 -35 FILE NAME 4492SUR 4492 U 1 OF 1 SHEET' uu; I IIIIIIIIIIIII � � I j-- - - - - -- ----------------- I - --r -- - - - - -! —!—__—-----J—==------------L--1------------------ I I I I I IE�IE�I I I IrZZ3 1= I I I , , I I I < <---------- ►----- - - - --� I i GENERAL NOTES: I _ _ �� I � I I I - -- I I��III II III��I I I I IEEl III III E:lI IFElll= I= El I I��III II III��I I I I��III III��I I ( I L L _11 —_-il J I I I L--- - - - - -- ---- - - - --� i I. CONSTRUCTION SHALL FOLLOW "F.B.C.2004" AS ADOPTED BY THE COUNTY AND AS S. THE AMES DESIGN INTERNATIONAL RESERVES, MAINTAINS AND RETAINS IT'S J Z Z APPLICABLE TO THE AREA IN WHICH THE BUILDING 15 TO BE CONSTRUCTED WITH ALL COMMON LAW COPYRIGHT RIGHTS AND ANY OTHER RIGHTS (EXPRESSED o m r* APPLICABLE AMENDMENTS, AND /IMPLIED) IN THESE PLANS, DESIGNS, IDEAS, 5PEGIFICATION5, ETC, THESE 2. BUILDER SHOULD COORDINATE ALL THE WORK OF ALL THE TRADES, PLANS, IDEAS, DESIGNS, ETC. ARE NOT TO BE REPRODUCED, COPIED, 3. BUILDER, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, DUPLICATED, ETC, IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN W CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ETC. PRIOR TO STARTING ANY PERMISSION FROM THE AMES DESIGN INTERNATIONAL NOR ARE THEY TO BE W0 cx N WORK AND WITHIN SEVEN (7) CALENDAR DAYS OF BUILDER'S RECEIPT OF THESE LOANED OR ASSIGNED TO ANY PERSONS, FIRMS, ASSOCIATIONS, CORPORATION5, PLANS SHALL NOTIFY THE AMES DE51GN INTERNATIONAL (IN WRITING ONLY) OF ANY ETC, WITHOUT FIRST OBTAINING A WRITTEN PERMISSION FROM THE AMES DESIGN r AND ALL DISCREPANCIES (WHETHER DISCREPANCIES ARE ERRORS OF COMMISSION OR INTERNATIONAL, IN EACH AND EVERY INSTANCE. OMISSION OR NOT), OTHERWISE THE AMES DESIGN INTERNATIONAL WILL NOT A55UME P`. ANY CHANGES, REVISIONS, ALTERATIONS, ETC. REQUIRED TO THESE PLANS, V m ANY RESPONSIBILITY FOR ANY ERRORS, AND THE BUILDER, SUBCONTRACTOR, DRAWINGS, SPECIFICATIONS, ETC. SHALL BE REQUESTED IN WRITING ONLY BY THE a+ t v BUILDER OR BY THE OWNER TO THE AMES DESIGN INTERNATIONAL ANY CHANGES, 4 SUPPLIER, ETC. SHALL ASSUME FULL RESPONSIBILITY FOR ANY ERRORS AND CORRECT. REVISIONS, ALTERATIONS, DEVIATIONS, ETC. NOT MADE BY THE AMES DESIGN m ERRORS AT THEIR OWN EXPENSE. INTERNATIONAL (IN WRITING ONLY) WILL FULLY, UNCONDITIONALLY AND TOTALLY 4. TO THE BEST OF MY KNOWLEDGE AND ABILITY THESE PLANS AS DRAWN AND NOTED, RELEASE THE AMES DESIGN INTERNATIONAL FROM ANY AND ALL RESPONSIBILITY, m COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL CLAIMS AGAINST THE AMES DE51GN INTERNATIONAL FOR CULPABILITY, ETC. FROM m ENERGY CODE, CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE THE DATE SHOWN ON THE PLANS ORIGIN UNTIL THE END OF TIME. IN IT'S ENTIRELY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE 10. BUILDER SHALL PROVIDE INSULATION AS PER ENERGY CALCULATIONS AND /OR VLij WHICH MAY BE SPECIFICALLY ADDRE55ED ON THE PLANS AND NOTES. Z PLAN SPECIFICATIONS. 5. SITE WORK: FILL UNDER ALL SLABS SHALL BE CLEAN SAND AND SHALL BE 11. ALL MATERIALS SHOWN OR CALLED FOR ON THESE DRAWINGS SHALL BE COMPACTED TO A MINIMUM OF C15% AND A MAXIMUM DENSITY AS PER A5TM D -15571 INSTALLED WITH MANUFACTURERS RECOMMEND AND SPECIFICATIONS. W CONTRACTOR SHALL VERIFY UNDER COMPACTION. ALLOWABLE SOIL BEARING PRESSURE 12. APPROVED MANUF. SPECIFICATIONS SHALL TAKE PRECEDENCE OVER ANY DETAILS 2500 P.5.F. MIN. Z AND SPECIFICATIONS FOUND IN THESE PLANS. DEVIATIONS FROM THESE PLANS, p v W oIT- SPECIFICATIONS AND NOTES MUST CONFORM TO LOCAL BUILDING CODE 6. WOOD: ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR -LARCH NO.2 OR BETTER. ALL REQUIREMENTS. AND MUST BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION LUMBER IN CONTACT WITH MASONRY SHALL BE PRE55URE TREATED. SHOP DRAWINGS 15. NO ONE SHALL ASSUME ANY DIMENSION BY DIRECTLY SCALING CONSTRUCTION AND DESIGN CALCULATIONS FOR ROOF TRUSSES BEARING THE SIGNATURE AND SEAL DOCUMENTS OR ANY REPRODUCTIONS AND SAME. IF ANY ADDITIONAL DIMENSIONS OF A FLORIDA REGISTERED ENGINEER SHALL BE SUBMITTED TO THE ARCHITECT FOR ARE REQUIRED BY CONTRACTOR AND /OR RESIDENT, CONTACT THE AMES DE51GN APPROVAL PRIOR TO FABRICATION. INTERNATIONAL FOR VERIFICATION. OTHERWISE, THE AMES DESIGN INTERNATIONAL 7. DOORS AND WINDOWS; WINDOWS INDICATED WITH (E) MUST BE MANUFACTURED TO WILL NOT A55UME ANY RESPONSIBILITY FOR ANY ERROR NOR WILL THEY CORRECT CONFORM WITH THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS ANY ERROR AT THEIR EXPENSE. REQUIREMENTS. ALL SLIDING GLASS DOORS SHALL BE TEMPERED. ALL WINDOWS AND 14. ALL WINDOWS USED AS EMERGENCY EGRESS OPENING TO COMPLY WITH F.B.G. DOORS 514ALL BE CAULKED AND WEATHER STRIPPED, WINDOW UNITS SHALL DISPLAY 2004 LABELS COMPLIANCE WITH FLORIDA STATE MODEL CODE SECTION 502.4. WINDOW AND 15. ALL SHOWER ENCLOSURES AND DOORS TO HAVE TEMPERED GLASS. 16, ALL SLIDING GLA55 DOORS TO HAVE TEMPERED GLASS. DOOR MANUFACTURERS SHALL AL50 COORDINATE WITH BUILDER FIELD VERIFY ALL 17, GLAZING CONTRACTOR SHALL INSTALL ALL GLASS IN ACCORDANCE WITH F.5.G OPENING 51ZES PRIOR TO FABRICATION. 2004 18. ALL EXTERIOR FIXED GLA55 (EXCEPT AT WINDOWS) AND ALL INTERIOR FIXED GLASS SHALL HAVE TEMPERED GLASS. 19. ALL SHOWERS MUST BE EQUIPPED WITH ANTI -SCALE FAUCETS or l eci it I)o r "a W �N aN NK Z 0. OX a w u� LL 0.� N Z3 zw 0� Ng °a a ZaNa }F a. wz �0 �j m �Q �o s� 30 (LL ap }� ab a~ o? J� a7d aw �a ?w z� oLL a aZu LL m�W W1-N o ? Z w a M N } Z � tL a� zap ►s- �iZZ}Z ?a0. 2 ZN NiNb O_ WQ� J am�4 LLo� o 'm0 abut >JQ x3 ?W Qz m J W W ? pWF� NjE MEMO 4 W W N Z" m� ?�_ tt a ? Ez = -0 ar��J�a <� �W W � Fla Z KJ zz3 101 )-a E�a�az� ZWIZ? Z5 pOa 7131 - 5.6 wb� N Ur LL Q ? a ohs ?�s w Sul L In ul amQ� Is m z 0 3 J a NZN F ?gib oua LL N_ Nw2 Z INo (L �a ZN O lN7 } ,-ab 33Q J LL" a wW 0) Z o2m ima Nw 0.m LL IL w z LL = J � J = W z GpD Ln wa Fa vNN a�w ,ZE OQ� Ivo a< ,-W� W z Wz�z �0.z 'T a�A M a ul bo $al " W > o�a yak U 8s3 MRAWN CHECKEM r>ATE AS'I ES JOB NO. SHEET C S -1 OF SHEE J Z Z o m r* Ljj d m N z S W w ° g W W0 cx N r V m a+ t v 4 m m m W VLij Z p O W _j LL QQ>: rr Z) W >- to Z J = Z 0 Q p v W oIT- o V Q Iz MRAWN CHECKEM r>ATE AS'I ES JOB NO. SHEET C S -1 OF SHEE EXISTING GOLF' COURSE -- — / Q .0 I _ 0 t N I 1 w I Z w w >`o Q °o (� w wW I r � o I �— °° I I r w+ I 101 -011 SIDE O��`�° °I SETBACK ZL , N _ I I I °o PLANTER 31 H1: LUM. FENCE -� �- Wtn � VO } �Jj z � `'S I 1 wut O ' I 011 ,00 ta0a Q�g 1 2a" X ?60 ' °O W O s w E ein Lu m G v 4' HI. I AILUM. FENCE w <c 0 Lo oc z J w — u- w tt� 121 �011 X w LL O a: '79 QQ WIDTW OE DRIVEWAI Z 00< o W � m Q� '73 on J 9A 00 1 95 ion 13.8' •--- 401-011 POOL +t POOL DECK (BY OTHERS) �-- POOL DECK �--- OPEN DECK --------- - - --0,\ II 11111111 �•I II�II IIII I�' II I II II I II II I II II II 11 I I I II III I� I I�I�IJ���II'��I I ''NN��1,,1 1 1 1 1 II 11111111111111111111111111111 TIT, 111`111111111 II II IIIlilllllllllllllllllllllllllllllllllllllllll 1 — ------ Il-il- 44414 -f II 11 11 11 II 1 11 11 1 II II04 -4-W 4-11 - - - -- — — — — — — — L LL16 JLIL.II - - - - -- , I I I I I I—j i O STO Y CI IU CE I I I - T I I LO FIN H FLOOR - 14.00" BELO CR F RO 0' -0" =7 V. SEA L E 30 E - '- ° - - - -- EL + 5' -011 25.0 0, CAR,PARKING o POOL $0 0 p ACK I O 11 � �P° / I , I , I , I I- - - - - -- m /O Y pc4p o w LA R CAR o N m 25.50 L • .CbU Q I ,� NEW HINGED DECORATIVE METAL GATE N. COUNTY ROAD r •• I NG 0 o N 0 u- W, • PLANTER ,ao I i i 10' -0" SIDE S FTR�[ W 1 DTH OF DRLVEI�JAY I 10 L. 0 00 > tu W wlu W U -1 wNw Q W (n 0 < Q 00 I ww U' i :K ac o 00 Q Q }- 0 O J IL 0 LL Lu Z LL i o� t I ?,A 1 00 K. `-r' HI. ALUM. FENi U NEW 5' Al H o PIERS -° w NEW SLIDING o I �S DECORATIVE b METAL GATE w 0 a4c U' w w 0 m tt J Q lL O O -®7_4= s n �S. :;p � a , a � r,. «� �s �� C � I ;��' ;r _,_i ;p��; Of WNNN Q W Z Kp� QOq U fl�l LL t- Wk a a p� z� i� p z 1- oa z a� Lu �9 �m HOR 3Z K aLL O ZF ¢b oZ p Q� pWtn F !i ru m F0. W z� ion a�IL moW m� �N LO�LL Q(•p -A az p �j z ZzzZ TWO �O2 IlepZ" o�oc) EL >u� (n ILI ��ffzW mJC/) w (n W � mz Y z z ZF ~ (n z ¢Earn F-w QW3 I�u d Q� J � W � of zz ay <_ per¢ F wb �6 z ui 0 ?V3 �u ww� w 1— N�LL 0. J NOZ m Z � W O .go p LL LL ?gib osa aN 5No (LZo Z88 NaQ 9t`"7� ? b J V u' c1p� W p�m aQ� N � LL! LL m LL (L �! °W6 a9 J J Q w W Z 3 N La � F� a w 29 030 LL w OW F- °d? a N Z 0 aa oJL o� 93 MRAWN S.A. CHECKED MATE 11/15/06 ' SCAIiE o l l e JOB NO. 03_3033 SHEET Q1 OF SH �- Wtn � VO } �Jj z � Q Z W a W ta0a Q�g s E m G w <c 0 Lo oc z 0 0 w — u- w tt� I.lJ w ��M F-0 LL- a: ZJ= =) D 0 Z 00< o W � m Q� J MRAWN S.A. CHECKED MATE 11/15/06 ' SCAIiE o l l e JOB NO. 03_3033 SHEET Q1 OF SH I imeoRECEN 1 07 -4--s �a ab Uw wo a� N�° Q� ZQQ 1 a' a Z5 13U °a ZZQN 1� IL wz �9 M �a �o N3 �7 O� aa' s as O Z ab l� oz as ON IIL Z9 13 oz ND LL Z Q LL m�a QP% z w�a m N Z iO3 z Z 0 j�U1 M CL NNN-� W�Q °bo J QN� a =F oQZ FF }-- Z oo ab wUF jw13 u�Z J za= akN oo F w �mz Z Z az Z abg ~W P w 8 I I §a J ,3 23 w m�z� z -6 N oQce NzZ O z a 3 ?�s w �Fv N� �wao 'qK K awwo m z�wo LL LL Q �?FQb QU LL U�{y2 z Na' a�o Z ZN Q O lN9 F F ? b J LL W D D: H °V_'@ Q Q N tQo 0 J? a N m w LL CL OWE a� 7 J Q Z3LLj N b CL z O 2 Q 102 w� w LLw Z_ 'az w Z �o LL� W a LL uF W . CO b Q �3 �0 d co o° _P d EON <0z ^W 1•. � LA v W N Ea v v Z d m d 0 W Lo Z o ° L J J UJU— OZw :D W �-o�LL a: z Z 0 C!3< p C m Q _j C� CL CRAWN S.A. CHECKEC> 1l/15/0� 3,{cu 8CAI �E O1[ ! JOB NO. 03_3033 SHEET 42 OF SHEETS I NE4 5' I Nr:l 5' Hi. PIER 17 TOWN OF GULF STREAM SITE DATA TABLE GR055 LOT AREA 1B,470 S.F. EFECTIVE LOT AREA 12,470 S.F. FLOOR AREAS PROPOSED COVERED ENTRY BASEMENT (AREA EXEMPT) 3,277 5.F. CEILING OVER 15' 0 S.F. 1st FLOOR LIVING 2,476 5.F. CEILING OVER 15' 0 S.F. 2nd FLOOR LIVING 1,072 S.F. TOTAL LIVING 4;046 S.F. 1st FLOOR COVERED 346 S.F. 1st FLOOR COVERED - EXEMPTION 115 S.F. 1st FLOOR COVERED ACTUAL 231 S.F. 2nd FLOOR COVERED 0 S.F. TOTAL COVERED 231 S.F. GARAGE 1,476 S.F. GROSS FLOOR AREA 4,27ct S.F. F.A.R. CALCULATIONS IN Q FIRST 20,000 x .33(ALLOWA51-E F.A.R.) 4,280 S.F. OVER 20,000 x .20(ALLOWA5LE F.A.R.) 0 S.F. TOTAL ALLOWABLE FLOOR AREA 4,280 S.F. FLOOR AREA PROVIDED 4,27et S.F, TOTAL HARDSCAPE AREA s v MIN. REQUIRED LANDSCAPE AREA (40% OF 12,470 S.F. LOT AREA) 51188 S.F. PROPOSED LANDSCAPE AREA 5,241 S.F. MIN. REQUIRED FRONT YARD LANDSCAPE AREA (409 OF FRONT YARD AREA) 1,200 S.F. PROPOSED LANDSCAPE AREA 1,55ct S.F. 15T FLR. TO 2ND FLR. ALLOWABLE 0.75 (FRINGE DISTRICT) to ri GIVEN (1072 S.F. / 2-:7(o S.F.) 0.36 REQUESTING OPEN PORCH EXEMPTION 346 S.F. / 3 = 115.33 S.F. (MAX. 300 5.F. EXEMPTION) AREA CALCULATIONS BASEMENT FLOOR AIR CONDITIONED AREA 257 S.F. STORAGE 3, 020 5. F. GARAGE 1, 476 S.F. TOTAL BASEMENT 4,753 S.F. FIRST FLOOR SYMBOL TYPE OF WALL AIR CONDITIONED AREA 2,47(0 S.F. ROOFED VERANDA 336 S.F. COVERED ENTRY 25 S.F. SECOND FLOOR AIR CONDITIONED AREA 463 5.F. FRONT DECK (OPEN) 107 5.F. REAR BALCONY (OPEN) 353 S.F. W 'mod' M TOTAL AIR CONDITIONED AREA 4,301 S.F. TOTAL UNDER ROOF 3,342 S.F. 01-4-% 3 3 3 WALL LEGEND SYMBOL TYPE OF WALL Z Q �- GONG. BLOCK WD. OR MTL. FRAME (FULL HEIGHT) BEARING WD. FRAME WALL / CONC. COL. INTERIOR WD. OR MTL. FR. (KNEE WALL) EXTERIOR CMU (KNEE WALL) Na W o� �3 �JU zw �a oa Z H oQ ZZQZZQN'N_ a� wZ �g �m �g�n =a 3V' z tL IL �s o_ �a o� a (L ?w z� oCc)z of o n� Q LL m W �Fai Z4 0 w�m N QQN Oz L 0. �o- �°Co a 14�N� U�NQ f- g' oZ p0. RF-0 a w w cl) ca W m J 1 wN� z� Z QZ- J = � in � to J J F- u Q"w z �ZZX Itl Q J 111❑LJ = Q O <QQ� az�a m%�� �? Zao.� Luwpm � =a 7d• 3 •• >Zb� r LL oQa g� ZOul �u t � (L sQ� LLv_ J a 0 NOS Z m z�wo aaHJ , , Z ZZNN O E- L7 p� o�a aN tnW= aw aoo ••aZ N Q P . P. zis �� apw W = oLm N Nw cm U. a J awz a t- J J 3 Z�N N a IL QN =�w Z zF m' a. 0 oNF- O H jz O ul O o J aLLLL LL ub H • z U� os CC 93 LL �0 MRAWN S.A. CHECKEC MAYE 11/15/010 • 8CALE 16R c , 1 — oll JOB NO. 03_3033 SHEET 03 OF 8HEET8 Z Q �- WOO W�Q � $ W uj W 'mod' M N W �• v IN Q •r+ ti s v 1 m m m to ri W Lo z 0 0 W -' LL w W �LL F-° �r LL z J = Z � 0 w p _0 -T- :2 J MRAWN S.A. CHECKEC MAYE 11/15/010 • 8CALE 16R c , 1 — oll JOB NO. 03_3033 SHEET 03 OF 8HEET8 I II I I II II II II II II II III II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II fl II II III II II II !I II II II II !I II 11 II II II II II II II II II II II II II II II II II �uu��uuuuu C C C Y 1 v" S Z Q a U) 0o d >a, §� e.. 4� y 4 of —4 =& w aN w a� w� zd� 3 Z W o� oa NN a� �9 wm 0 �o a� 3 t9 w �s aLL O LL J� _� U:3 wa ?w zj F "' ILL IN LL m� W ,u W�Q m�N N FO�ZZ LL QJQ�N Zp U' O W � Z ?�3 LL NJ LL W QNWZ = OKZ 0- N 0 �t -TWQW�� w d Q x9glu W m J C 1 Q� ��i D Lu N =wz Ym�Za�? WO 0�3� Q J CJ�Q HWW 09M ? J Z � J N 3 zap o� a v"� ,u - wb� N N LL Q ? H = 2 Q Gam/ om� LL LL Wd� �Wz am9� IV W LJLN F QUQ LL N NWT O a�joZo ZN"a O lN7 ZZF U- LUNN �1N7m W Q N N � ZZQN W .� a7q . LLI j Ow� a� J Z�N 'D Z pm CL z� m o¢ O O W LL �o pia Mr Q z�LL w�u O a� U 93 �0 CFtAVVN S.A. CHECKED MATE 11/15/0(0 SCALE t, 1 011 JOB NO. 03_3033 -SHEET 04 OF SHEETS Z Q a U) 0o d >a, W Q o a �pz � lw V W N oil n Z n co m c 0 V/ W 0 0 o� Z o -j W -' U- ME 0< w W a D W }. � ° U— 1— Z —j 2 �D0 Z 0 0 0 W m 0 C 1� U d' J CFtAVVN S.A. CHECKED MATE 11/15/0(0 SCALE t, 1 011 JOB NO. 03_3033 -SHEET 04 OF SHEETS Z I�Lr O O =z NAT I IIIIIIII11111 To SLAB IJJ u 1111) ll !1111 +o�_or - -E- - - - --t -- - - - - --f -- - - - - 1 ( �L_-►------------------ I---- r-- L___ -_— I i I ' i 1 'FF- -,-F, I zj IEEgIEl1 I IFEEI IF= Ell I I i I IF�IFEII rL WI I I c c I I I I T.9LABr r -- L_--------- 1---- - - - - -J - - - - - - - - - - - - 10 I I 0 O 0 m W S W i I I 12 ' - - - 1 T:O.BEAM _ _ _ _ _ _ _ _ _ MA , FASCIA HT EL.+ 21'_6' I I I � � 1 I I TH 11�! 1 T.O.TRU - - �_ _ MA *. FASCIA HT . 1 EL.+ I 1 ( � I 1 I I ( i T.O,SLAB 1� '"----- - - - - - -- — F --- - - - - -- EL.+26.00' N,G.V.D. �� = =��1 I I I��III �l 1w IE�III �' IIIE�I i I I J 91 I i 1��111 III��I I 1 � L=11a= -- - - - - - - - - - - - - --1-- t---------- L-- - - - - -� _-- T.o.sLA EL.- 10' -2" I I ' FRONT ELEVATION T.0 BE - EL.+22 -10 F T.O,TRI +o'- T O SLAB DEL. -12'- 0" 1 1 I 1 1 Il ----------------------------------- � L------ --- -- ---- ----- --------- - - - - - -� I REAR ELEVATION 0 T.O.BEAM r� EL. +22' -10' 0 mm T.O,TRUSS� EL,+ 12' - 6' T.O.5LA5 � �I EL.+ 0' -O' EL. +26,00' N.G.V,D, 1 I 1 i I 1 I 1 T.O.SLAB i l7 LU U- 211 E F i f �} 5 4$ t, r a 07 -4ex W Q in Z a IL o� QW LL � Wn NO pF �R zqw aK a °a �U OQ a ZZNZZ a� WZ �o 3z as a a'L 0 o� Jz° Q Q ow a a w Nz 1=- W�N EZZ�� Q Q LL W Z W h N >ZQ W Q m�N V LOz LL a aQz � ?a g 11D NO�< WaQ� �N LL =� oaz � °z M -0 a�N ° W >v U Z LLJ } J mo W a z > = �N �mw� W V) W Z N m z�?Za z F- aa= F N a _ pis J JjJ Q W aWW a .J, 'Z3 QJ pEO� �z az� z m�zfr �a oz ,M wpp z) Q J Q 3 .. U?F� N 1 LLQ? Fz? 6at-� 0 ww V01 a FQV- W N LL 0 01 Z < ED m =zw Qz F p 2ULZNN 2 -U' fQQ- W �VQ 'L N Z W = apQ -�z Q 013 � QUQQU J U�W p 's apw N j g" Z W IL 5 m LL a j a2O 2 ZON N Fax Z W O Qz� F' J o14,a Q �wo W ?aF Zaa� = W � lNaH° V ulIL Z ��o 0 g�z ��z J os Ul k m a 03 z r o d LU _ tl7 Uz a U. W w <0 2m W OPEN" a N LLI� v 11r+ V t L m E ID 0 r W � 0 V Z o 0 W -i � Z> >: 1. pwz vi ��Z) W >- cr Cr Z -J Z O Q o � W O r c T G J VQ^ t- CFtAWN ' CHECKED DATE SCALE 3� 11 c i _oil 16 JOB NO. SHEET 05 OP SHEETS r- r --I r -J I I I I I I I I NJ --------------------- r - -- LINE OF NATURAL GRADE AT BOUNDARY WALL r------------------------------------------------------- i I I I LEFT ELEVATION I I I I i - -- I --------- - - -- - i III II 5OUNDARY WALL ELEVATION C 1� .11 C � C / T.O.PLATE� EL. +22' -10" T.O.PLATE EL.+12' -b "� minim �i mime 26' -0" T.O.SLAB $ EL. -10'- 2" 15' -10" 07 -4: w �N a� �a �wLL W N zOz� Q3 Z� 3a o� v� F o� din a� w �o J Rm Q 3� NN3 t7 O� �V �LL ao ab Iii Z 0 a� �w Q� Z0- IL zw z 0� N LL Z �\QZQQ LL m�w w9 Z w�Q m�N og� 0 Lou ZZZZQQN �QJ 4. IZyO UI� N -j Ebo� aN� LL =F o _ z �Qz IL o >uQ u zW z mo o > aw? Cj) w� ul N WZ gtE � <Z; �Q� oNs— Q � J J � Q 5 ul WW in a z J J z m±rz z0.tZ7LL z -� ulgo in aiw� � =a 5z�V N6E LL U W �Q Z7hQ= w- wwG Zm� 2 Q 8a N�LL W a..� NOS tu Z am0� 'm z�wO NNN Z ZZ~ �QFQW QUQ ZW= g (n CL zNz 6 ,13 F?�u Dim nZw a to LLLLt owl g J �zJZ w { Z O N /' ^ NoE It N a�wo O ,z OF,� ~m > F- la< WNw z a F I z 53 -m i W E: IL ado a Z bLL o Qnvl- =og D wm 3g3 r�m zQ c- Z m F VO 48 im Q � z o LL W w �N W w a~fig w l N =�s a Q�g V Q m Q m C co t W Q V Lo Z O p W J LL O'W Z rr M Z) W >- CD cc Z —J 2 Z 00< U w 0 C m 0 r T I..L MFIA4WN MY NAME CHEOKED QATE TODAY S 3/16 II OA j E 011 � JOB NO. SHEET 06 OP SHEETs LINE F NATURAL GRACE T BOUNWRY WALL / I - - - - -- / T.O.PLATE� EL. +22' -10" T.O.PLATE EL.+12' -b "� minim �i mime 26' -0" T.O.SLAB $ EL. -10'- 2" 15' -10" 07 -4: w �N a� �a �wLL W N zOz� Q3 Z� 3a o� v� F o� din a� w �o J Rm Q 3� NN3 t7 O� �V �LL ao ab Iii Z 0 a� �w Q� Z0- IL zw z 0� N LL Z �\QZQQ LL m�w w9 Z w�Q m�N og� 0 Lou ZZZZQQN �QJ 4. IZyO UI� N -j Ebo� aN� LL =F o _ z �Qz IL o >uQ u zW z mo o > aw? Cj) w� ul N WZ gtE � <Z; �Q� oNs— Q � J J � Q 5 ul WW in a z J J z m±rz z0.tZ7LL z -� ulgo in aiw� � =a 5z�V N6E LL U W �Q Z7hQ= w- wwG Zm� 2 Q 8a N�LL W a..� NOS tu Z am0� 'm z�wO NNN Z ZZ~ �QFQW QUQ ZW= g (n CL zNz 6 ,13 F?�u Dim nZw a to LLLLt owl g J �zJZ w { Z O N /' ^ NoE It N a�wo O ,z OF,� ~m > F- la< WNw z a F I z 53 -m i W E: IL ado a Z bLL o Qnvl- =og D wm 3g3 r�m zQ c- Z m F VO 48 im Q � z o LL W w �N W w a~fig w l N =�s a Q�g V Q m Q m C co t W Q V Lo Z O p W J LL O'W Z rr M Z) W >- CD cc Z —J 2 Z 00< U w 0 C m 0 r T I..L MFIA4WN MY NAME CHEOKED QATE TODAY S 3/16 II OA j E 011 � JOB NO. SHEET 06 OP SHEETs ai �rk � S f i� pZ -4. �N Z a uw a� R N° °9 z Q2 -wpKi ° °a ZZZZaaNN a� 99 �o Q N3 j�R O a a � LL ap N� a pw F- r+:) ?w LL ztF �a �LLUZZ) �OO a LL m � W �FUaI 'ID m� z �oz °LL 'Z Z IL ° �z a z�N u�Fa LL = F °QY Y z� ft jU� W C0mp NL�w Lq 7mN z ��Z zoz�s� Q � J W ° w UW V I 2 ,J 2 �ry 3 J N °N=pJ Y z m�B B (Lz� zo° pOa a uZ�� oQZ U)_K s V W�t a QW UQ F��U LL 0 W =.p O)aK 0 Di S Ba6 m zw F a NNE zF Y osa LL N ZwS Na IL X01 CRAWN s. A. CHECKEC DATE 11/15/00 JOB NO. 03_3033 SHEET 07 OF 8HEET8 ~ C Z Q a V } WS� '� <Q z � W OW CM MAI m � � g a+ V 0 m E m x v! W � � 'u oc Z o 0 W J LL i w Q CO OUJZ M a F- W g a: Z -J = :D D V Z 0 o w p C) J CL CRAWN s. A. CHECKEC DATE 11/15/00 JOB NO. 03_3033 SHEET 07 OF 8HEET8 nl TREES black olive Ficus lieu&trum citru,5 X OREMOVE) exist. trees FALM5 PauroU5 07 -4.. A. GRANT THORNBROUGH AND ASSOCIATES LANDSCAPE ARCHITECTS AND LAND PLANNERS 132 North Swinton Avenue Delray Beach, Fl. 33444 (561) 276 -5050 FAX (561) 276 -8777 E —mail: grant *agtland.com 5CALE IIE>u = 11 -011 PROJECT COON RE61DENCE C ULF5TRE,4i 'f, FL TITLE THEE REI' -IOV AL FLAN PROJ. NO. Lot b - TR- la.dwg FILE NAME RJ`t' / ACCT DR,4WN 11 12a /O(o DATE REV. S03 ?00'00" 4"✓ ? 00.00' I �1 N. COUNTY R AO D COON RESIDENCE, 4110 COUNTY ROAD LOT 5 GULESTREA. FLORIDA 33483 PL ,4NT L I ST KE)' QTY PLANT AND SPECIFICATION TREES AND PALMS 5A ( 5ulnesia arborea (5ulnesia) 12' -14' o.a. ht., 6' spr., full canopy DA 4 ( * *) Dictyosperma album rubrum (Princess Palm) 15' o.a. hts., slender trunks, ± matched LJ 1 ( * *) Ligustrum japonicum (Wax Privet) 12' o.a. ht., 10' spr., full, well branched PD 2 ( * *) Phoenix dactylifera 'Medjooi' (Date Palm) V -10' c.t., 25'+ o.a. hts., matched TR2 2 ( * *) Thrinax radiata (FL Thatch Palm) 5' o.a. ht., wide fans, doubles W5 3 C * *) Wodyetia bifurcata (Foxtail Palm) 18' -22' o.a. ht., S' -10' g.w., heavy 5I -4RU55 4 GROUNDCOVERS ALv -l5 Alppinia Z. 'Variegata' (Variegated Shell Caineer) 30" ht., 3ro" spr., full BVD 1ro ( * *) Bougainvillea dwf. 'Helen Johnson' 3gal., 24" x 24 ", full mounds, 24" o.c. or as indicated COD 16 ( * *) Codeaium variegatum (Croton) 'Mamey' 24" ht., 18" spr., full, 24" O.C. CRI 13 ( * *) Crinum x amabile 'Purple Leaf' 3' ht., 4' spr., full, pink fir. CUP 20 Cuphea hyssopifolia (Mexican Heather) Ca, 16" spr., full, 18" o.c. DIA 11 Dianella tasmanica (Blueberry Flax Lily) 3g., 12 " -16" ht., 18" o.c., full DGE 194 C * *) Duranta erecta 'Gold Edge' 30a l., 12" ht., 18" spr., full, 16" o.c. FIC 100 ( * *) Ficus benjamina hedge (o'+ o.a. ht., 30" spr., full to base, 30" o.c. HAW 60 ( * *) Raphlolepis indica (Indian Hawthorne) 3!@a l., 12" ht., 15" spr., full, 18" o.c. LAN 55 ( * *) Lantana camara 'Gold Mound' 12" ht., 16" spr., full., 24" o.c. MPL 2 ( * *) Murraya paniculata 'Lakeview' 6' o.a. ht., 5' spr., full, STD MUR 52 ( * *) Murraya paniculata (Chalcas Hedge) 48' ht., 24" spr., full to base, 24" o.c. PEN S Pentas lanceola (Egypt. Star Flower) 3gal., 18" ht., 1 (o" spr., full 24" o.c., red fir. POL 160 Polypodium / Phymatosorus scolopendria (Wart Fern) Ca, 12" ht., multi stems., full, 18" o.c., as bed filler PTT 60 ( * *) Pittisporum tobira (Careen Pittisporum) -15@a l., 24" ht., 20" spr., full, 20" o.c. PTY 40 ( * *) Pittisporum tobira 'Variegata' 1!@a l., 24" ht., 20" spr., full 20" o.c. 5yz 45 Syzyglum paniculatum (Brush Cherry) 48" ht., 24" spr., full, 24" o.c. ( * *) SFUJMD listed as 'Highly Drought Tolerant' NOTES Ali plant material to be Florida 01 or better. Sod , be St. Augustine 'Seville', contractor to determine quantity. All sod and landscape to receive 100% coverage from automatic irrigation system using approved water source. Contractor responsible for all conditions and landscape specifications attached to this plant list. Plan and specifications shall be considered Contract Documents. Mulch, topsoil, and fertilizer to be applied according to specifications. SPECIFICATIONS NOMENCLATURE: All plant material used shall be true to name and size in conformity with the Florida Nurserymen's Grades and Standards, and shall be Florida Grade *1 or better. Plants which do not meet specifications will not be accepted. PLANT LISTS: Quantities, sizes, and location of plants will be determined by plan and plant lists. Size of plant shall take precedent over container size. Spacing of ground covers will be determined by plant lists. Quantities shown on plant lists are to be used as a guideline only. Contractor will be responsible for verification of actual quantities called for on plans. Discrepancies should be brought to the attention of the Landscape Architect. SUBSTITUTIONS: No substitutions shall be accepted without consent of Landscape Architect. Any intended substitutions shall be detailed on the bid. PLANTING SOIL: Topsoil shall be clean, sterile, and free of debris or other foreign material. Trees and palms shall be planted with a min. of 8' topsoil (50% muck, 50% Sand) on sides and bottom of root ball. Rooted cuttings shall be planted in beds with a min. of 4" of topsoil worked into the to 6' of existing soil. FERTILIZER: Milorganite fertilizer shall be applied after planting and prior to mulching at the manufacturers recommended application rates. in addition, agriform tablets (formula 20 -10 -5) shall also be applied at the manufacturer's recommended rates to all plants larger than 3 gal, size. MULCH: All trees shall be mulched with 3' of shredded cypress in a 3 foot dia. circle. All shrubs and groundcover beds shall be mulched with 3' of shredded cypress in beds shoran on plan or in beds 3' wide for hed es. PLANTING PROCEDURE: All plants shall be planted at soil levels at which they were previously grown. 5h,-ub and hedge material shall be planted a min. 2' away from walls or other obstructions. Material with a mature size greater than an overhangs shall be planted away from overhangs so as not to impede the natural growth habit, bal Palms are to be planted directiqy in sand. If necessary, excavate througgh any compacted building suberade to undisturbed soil and ba&fill with planting soil, WATEkNG: All plant material shall be watered in thoroughly after installation so as to remove all air pockets. 545 material shall be watered every day for a minimum one week period and thereafter so as to keep continually moist until final acceptance of the landscape installation. Contractor shall notify owner of other watering requirements after installation. GUYING: All trees V or taller shall be guyed or staked to provide ample support such that the material will stay straight and true through the guarantee period. Methods used will be such that no injury is caused to plants. Gu ing shall be done at the option of the Contractor unless specifically requested by the Landscape Architect, however, Contractor shall still be responsible for all trees and palms remaining straight and true throughout the guarantee period. SOD: Sod shall be dense, green, and well rooted, and free of debris, tweeds, objectionable grasses, disease, or injurious insects. A complete 644 fertilizer shall be spread at a rate of 5 lbs. per 1000 sq. ft. Sod shall be watered to a depth of 4' after laying. All areas to be sodded shall be raked smooth and all debris removed prior to installation. GUARANTEE: All plant materials shall be guaranteed for I year after completion of project. Palms are to be guaranteed for 1 year. Guarantee applies to health, position, and size. Replacement cost will be carried by Contractor. 07 -4 ALL DEAD AND INJURED BRANCHES SHALL BE PRUNED WITH CLEAN CUTS AFTER PLANTING. ALL CUTS OVER 2' DIA. SHALL BE PAINTED. ALL TAGS SHALL BE REMOVED AFTER FINAL LANDSCAPE APPROVAL. 3- WELLINGTON TAPE OR EQUAL SHALL BE USED TO SECURE TREES. USE AMPLE LENGTHS TO ALLOW FOR FUTURE ADJUSTMENTS. TIES SHALL BE SET $O AS NOT TO INJURE BRANCHING HABIT. 3' SHREDDED MULL MOUND EARTH TO FORM WATERING SAUCER (6' TRUNK) FINAL OF TRU FINAL GRADE AROUND TRUNK SHALL BE I I T THE SAME AS NURSERY GRADE. STAKES TO BE I'X 2'X 30' 11I I� MIN. 24' IN GROUND. —I "' 11 FILL 2/3 WITH APPROVED PLANTING SOIL, THEN WATER THOROUGHLY. REMOVE BURLAP FR COMPLETE BACKFILL AFTER WATERING. TOP OF ROOTBALL. 4' COMPACTED TOPSOIL BASE. PLANTING AND STAKING DETAIL - TO W CAL. ALL DEAD AND INJURED BRANCHES SHALL BE PRUNED WITH CLEAN CUTS AFTER PLANTING. ALL CUTS OVER 2' \DIA. SHALL BE PAINTED. ALL TAGS SHALL BE REMOVED AFTER FINAL LANDSCAPE APPROVAL. WRAP TRUNK WITH BURLAP 3- 2'X4'X60' BOARDS ON 3- 2'X4'XI2' BOARDS EDGE. MITER ENDS. SET 120 DEGREES APART WRAP 2- METAL BANDS AROUND TRUNK TO SECURE BOARDS 2'X4'XI2' DEADMAN 30' MOUND EARTH TO FORM WATERING SAUCER MIN. FINAL GRADE AROUND TRUNK SHALL BE 3' SHREDDED MULC THE SAME AS NURSERY GRADE. (6' CLEAR OF TRUNK) ' E DETAIL A ABOVE III I r FILL 2/3 WITH APPROVED PLANTING REMOVE BURLAP FR -11 i i- ; I I- SOIL, THEN WATER THOROUGHLY. TOP OF ROOTBALL. COMPLETE BACKFILL AFTER WATERING. 4' COMPACTED TOPSOIL BASE. PLANTING AND STAKING DETAIL - W CAL. 4 UP WRAP TRUNK WITH BURLAP 3- 2'X4'X60' BOARDS ON DETAIL A EDGE. MITER ENDS. SET 3- 2'X4'XI2' BOARD 120 DEGREES APART AROUND TRUNK WRAP 2- METAL BAND TO SECURE BOARDS 2'X4'XI2' DEADMA 3' SHREDDED MULC MIN. MOUND EARTH TO FORM WATERNNS $AJCER. (6' CLEAR OF MULC FINAL GRADE AROUND TRUNK SHALL BE THE SAME AS NURSERY GRADE. -I Ti SEE DETAIL A ABOVE Ti -I i lI -I i - 13ACKFULL WITH CLEAN SOIL OR SAND AND WATER THOROUGHLY. PLANTING AND STAKING DETAIL - 1=41_I'15 000 0 +00 TYPICAL LAYOUT ALLOW FOR MATURE PLANT SPREAD BETWEEN SOD AND /OR PAVING jft A, MIX 2' APPROVED PLANTING SOIL WITH TOP 6' OF EXISTING SOIL rI i II i r 11 Tl ROOTED CUTTINGS OR 4' POTS PLANTING DETAIL - GROUNDCOVERS PLANT SHALL BE REMOVED FROM ALLOW FOR MATURE PLANT SPREAD CONTAINER SO AS NOT TO BREAK BETWEEN DIFFERENT SPECIES, OR DISTURB ROOT BALL. SOD AND PAVING MOUND EARTH TO FORM WATERING SAUCER 3' SHREDDED MULC FINAL GRADE AROUND TRUNK SHALL BE THE SAME AS NURSERY GRADE. I— FILL 1/3 WITH APPROVED PLANTING REMOVE BURLAP FR III ' i Ir SOIL, THEN WATER THOROUGHLY. TOP OF ROOTBALL. X111 =1 = COMPLETE BACKFILL AFTER WATERING. i I- 4' COMPACTED TOPSOIL BASE. PLANTING DETAIL - CONTAINER SHRUBS i 2 -3' HT. SHRUBS TO MATCH ADJACENT HEDGE MATERIAL OR VARIETY SPECIFIED PROVIDE REQUIRED CLEARANCES AS PER CODES PLANTING DETAIL - UTILITY SCREENING r A. GRANT THORNBROUGH AND ASSOCIATES LANDSCAPE ARCHITECTS AND LAND PLANNERS 132 North Swinton Avenue Delray Beach, Fl. 33444 (561) 276 -5050 FAX (561) 276 -8777 E —mail: grant ©agtland.com SC,4LE 1/0n =l'-011 PROJECT COON, RESIDENCE Lot e G3ULF&TFRE,4M, FL TITLE L ,4ND5C,4PE PLAN PROJ. NO. Lot S- LS- la.clwg FILE NAME RJY / AGT DRAWN 1112110ro DATE REV. SHEET OF GULFSTREAM ,FLORIDA PROPOSED STORMWATER MANAGEMENT PLAN SH T DES-CRIPTION 07-4 I Cover Sheet 2 Proposed Stormwater Management Plan ORECEIVEDes, Of Gu,,,U' `t arr Via;_ C> LO Lu w Ln z Z < 95 __j U) LO 'i U 0< , , < < >< < ULU <0 -01 t: 0- LL 01 Lu < LU < 01 00 (D aUj -J _ , < < U Ln C) u O� _j U) Lu 1 0 -:� z 71 LU U< < 0 LL CL U DATE 2Z14 07 DRAWN BY TJF F.B./ PG. - -- SCALE N.T.S. J"FN F. WHEELER PROFESSIONAL ENGINEER LICENSE NO. 25478 STATE OF FLORIDA ENGINEERING EB-0003591 1 4 200' JOB # 4492 SHT.NO. 1 OF 2 SHEETS Q ca o_CD LC) Z > Lli i U - LlJ o z Z Q �V -J Q� LC) LuQCE °oQ J J� LL W ` cr— Lz —°—LL 01 = uj 00 UJ j Z aQ o LLJ Q CL CD W Z LUUao 0 LL J Q � U �f DATE 2/14/07 DRAWN BY TJF F.B./ PG. SCALE 1 " =10' FE rEN 0 HEELER L ENGINEER o S . 25478 STATE OF FLORIDA ENG N0. EB- 0003591 DATE FE JOB # 4492 SHT.NO. 2 OF 2 SHEETS i - DATE 2/14/07 DRAWN BY TJF F.B./ PG. SCALE 1 " =10' FE rEN 0 HEELER L ENGINEER o S . 25478 STATE OF FLORIDA ENG N0. EB- 0003591 DATE FE JOB # 4492 SHT.NO. 2 OF 2 SHEETS