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HomeMy Public PortalAbout03-08 Large PlanI x x C.L.F. SET 5/8" 2.0'(N) I.R.C. LB #7219 X x x x i5 "AL 4 8 "AL C.L.F. 0.7 °(W) x X (60 "CLUMP) TRAVELER 20.67' 21.42' FND. 4 "X4" P.R.M. (DISTURBED) 0.23'(S) 0.26'(E) 5� O.H.W. i- I W.P.P. I of Uci P n V F_ I J Q o I I I (ACREAGE) J_ S82 °06'20 "E 156.52' X x c0 STI*DVEY BOUNDARY L1,11V I — N6 io TREE LEGEND: LEGEND: 00 GL = GUMBO LIMBO P.O.B. 6 SF = STRANGLER FIG (P) = PLAT I.R.C. = MEASURED W RON ROD =IRON PIPE AL = ALMOND (FLORIDA) I.R.C. W O LB #7219 w = OFFSET ESMT. = EASEMENT a! = UTILITY EASEMENT U = OVERHEAD WIRES CONC. h I = CONC. POWER POLE W.P.P. O W.L.P. z 21.42' FND. 4 "X4" P.R.M. (DISTURBED) 0.23'(S) 0.26'(E) 5� O.H.W. i- I W.P.P. I of Uci P n V F_ I J Q o I I I (ACREAGE) J_ S82 °06'20 "E 156.52' X x c0 STI*DVEY BOUNDARY L1,11V I — N6 cV iV 13 "SP O O LO 15 "RP 36 "SF 84 "SF 84 "SF +6� AN HORS �6a m � - N82 °06'20'W 153.02' W.P.P. F.H. ASSUMED BEARING BASIS I� — — (15' ASPH.) 167.69' (C) (30' R /W) LAKEVIEW DRIVE LOT 28 GULF STREAM PROPERTIES (P.B 18, PG. 27, P.B.C.R.) � I a IN ¢ I Ill LL LLJ P( O I I-- 56 + ) I CL i� rn N I I I I I I I i I STOP SIGN I P.O.B. 17 "GL O.H.W. W.P.P. FND, 3/4" I.P. 0.03'(N) WV 0.00'(E) KA B.M. VN G.V. EL. =6.40' FND. PK -NAIL / B.M. J EL. =7.14' U z 0 I z — — Y o_ z 0 N a- o; N M GRAPHIC SCALE 10 0 5 10 ( IN FEET ) 1 inch = 10 ft. WOOLBRIGHT RD. (SR 792) Q m Q w , Z � Q 7 SITE J o a_ LAKEVIEW DR. LOCATION MAP SET 5/8" TREE LEGEND: LEGEND: GL = GUMBO LIMBO P.O.B. I SF = STRANGLER FIG (P) = PLAT I.R.C. = MEASURED R. RP = ROYAL PALM I.P. RON ROD =IRON PIPE AL = ALMOND (FLORIDA) I.R.C. = IRON ROD W /CAP N/D LB #7219 0/S = OFFSET ESMT. = EASEMENT U.E. = UTILITY EASEMENT O.H.W. = OVERHEAD WIRES CONC. h I = CONC. POWER POLE W.P.P. = WOOD POWER POLE W.L.P. 15.02' C.B. = CATCH BASIN M.H. = MANHOLE D.M.H. = DRAINAGE M.H. R/W = RIGHT -OF -WAY P.B. = PLAT BOOK O.R.B. = OFFICIAL RECORD BOOK PG. = PAGE I I D.B. 18 "R P WM = WATER METER E/P = EDGE OF PAVEMENT I = CHAIN LINK FENCE C.B. = CONC. BLOCK — — — — - -- C/S = CONC. SLAB X 0.00' = EXISTING ELEVATION = CENTERLINE LEGAL DESCRIPTION: A PARCEL OF LAND IN SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: O I � BOOK 20, PAGE 21 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, SAID POINT BEING AT THE INTERSECTION OF THE NORTH LINE OF LAKEVIEW DRIVE WITH THE WEST LINE OF GULF STREAM ROAD, AS SHOWN ON THE SAID PLAT; THENCE NORTHERLY ALONG THE WEST LINE OF SAID GULF STREAM ROAD, A DISTANCE OF A 150' FEET; THENCE WESTERLY, PARALLEL WITH THE NORTH LINE OF SAID LAKEVIEW DRIVE, AS SHOWN ON THE SAID PLAT AND ALSO ON THE PLAT OF GULFSTREAM PROPERTIES, AS RECORDED IN PLAT BOOK 18, PAGE 27 OF THE PUBLIC to . I I i THE NORTHERLY EXTENSION THE EAST LINE OF SAID ALLEY, A DISTANCE OF 149.86' FEET, MORE OR LESS TO A POINT ON THE NORTH LINE OF LAKEVIEW DRIVE, AS SHOWN ON SAID PLAT; THENCE EASTERLY ALONG THE NORTH LINE OF SAID LAKEVIEW DRIVE A DISTANCE OF 153.02' FEET, MORE OR LESS TO D<� I SUBJECT TO RESTRICTIONS, RESER`JATIONS, AND EASEMENTS OF RECORD; ZOING ORDINANCES, MATTER OF SUVEY & TAXES SUBSEQUENT TO DECEMBER 31, 1966. �^ I I N O Z C/) W 1- I � 26.91' I Q I O CL C>% 1 'SP 0 y 0 C L O m 7;; I < Q W Pr Ln d- Q C' ' 0— s u M v O O O O ILL W N 0 ,-.I � F-- cV iV 13 "SP O O LO 15 "RP 36 "SF 84 "SF 84 "SF +6� AN HORS �6a m � - N82 °06'20'W 153.02' W.P.P. F.H. ASSUMED BEARING BASIS I� — — (15' ASPH.) 167.69' (C) (30' R /W) LAKEVIEW DRIVE LOT 28 GULF STREAM PROPERTIES (P.B 18, PG. 27, P.B.C.R.) � I a IN ¢ I Ill LL LLJ P( O I I-- 56 + ) I CL i� rn N I I I I I I I i I STOP SIGN I P.O.B. 17 "GL O.H.W. W.P.P. FND, 3/4" I.P. 0.03'(N) WV 0.00'(E) KA B.M. VN G.V. EL. =6.40' FND. PK -NAIL / B.M. J EL. =7.14' U z 0 I z — — Y o_ z 0 N a- o; N M GRAPHIC SCALE 10 0 5 10 ( IN FEET ) 1 inch = 10 ft. WOOLBRIGHT RD. (SR 792) Q m Q w , Z � Q 7 SITE J o a_ LAKEVIEW DR. LOCATION MAP V , I �r SURVEYOR'S NOTES: 1. ALL BEARINGS OR ANGLES SHOWN HEREON ARE BASED ON THE RECORD PLAT UNLESS OTHERWISE NOTED. ASSUMEN SOUTH LINE LOT 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR RIGHTS -OF -WAY. 3. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE. 4. THIS SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY: CLIENT 5. REBARS AND CAPS WERE SET ON ALL CORNERS UNLESS OTHERWISE NOTED. 6. FIELD WORK COMPLETED ON: ______ 05 -16 -03 -------- 7. THIS SURVEY IS NOT VALID WITHOUT THE SURVEYOR'S SIGNATURE AND EMBOSSED SEAL. 8. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. OF 1929 UNLESS OTHERWISE NOTED. 9. BENCHMARK OF ORIGIN IS -__- PALM BEACH-- - - -- COUNTY BENCHMARK -------- 10. THIS SURVEY IS LOCATED IN FLOOD ZONE___A5_, PER N.F.I.P. COMMUNITY -PANEL MAP NO.___125109_0001 -.D____, BASE FIRM ELEVATION IS 7.0' FEET DATE OF FIRM IS 09 -30 -82 11. PROPERTY ADDRESS IS: 3410 GULFSTREAM ROAD TOWN OF GULF STREAM, FLORIDA 33483 THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO CHAPTER 472.027, F.S. NOTE: THE PROPERTY DESCRIBED HEREON HAS NOT BEEN ABSTRACTED TO R FLECT ANY ENCUMBRANCES THEREON BY THE UNDERSIGNED AND /OR DAVIS & PURMORT, INC. DATE: 12-09 -03 -03-08 CERTIFICATE: CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED SKETC RVEY OF E I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND RR EC 0 E ST OF Or ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEY UNDER CT N. MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION. f' L A- AVIS _ MICHAEL G. PURMORT _ P.S.M. #4531 P.S.M. #2720 STATE OF FLORIDA. STATE OF FLORIDA. 2 06 -22 -04 ADD POOL LOCATIONS N.L.R. 1 12 -09 -03 STEMWALL LOCATION (NO SLAB AT THIS DATE) N.L.R. NO. DATE REVISION DESCRIPTION BY SCALE 1" = 10' DAVIS oc PURMORT, INC. DRAWN BY NL.R. LB #0007219 DATE 05 -20 -03 Land Surveyors o Land Development -Consultants o Planners JOB NO: 03- 1081DBL 843 SOUTHEAST 8th AVENUE - DEERFIELD BEACH, FL 33441 F.B. /PG. 588/39 Phone: (954) 421 -9101 & (954) 698 -9101 fax: (954) 421 -5201 FILE Subdi\iidons 8c Condominiums Land -Sc Site Planning Lot Surveys o Mortgage Surveys o Acreage Surveys o Topographic Surveys o Record Plats -Condominium Plats o Construction Layout SHEET NO. 1 OF 1 NOT TO SCALE TREE LEGEND: LEGEND: GL = GUMBO LIMBO P.O.B. = POINT OF BEGINNING SF = STRANGLER FIG (P) = PLAT SP = SABLE PALM (M) = MEASURED R. RP = ROYAL PALM I.P. RON ROD =IRON PIPE AL = ALMOND (FLORIDA) I.R.C. = IRON ROD W /CAP N/D = NAIL & DISC. 0/S = OFFSET ESMT. = EASEMENT U.E. = UTILITY EASEMENT O.H.W. = OVERHEAD WIRES CONC. = CONCRETE C.P.P. = CONC. POWER POLE W.P.P. = WOOD POWER POLE W.L.P. = WOOD LIGHT POLE C.B. = CATCH BASIN M.H. = MANHOLE D.M.H. = DRAINAGE M.H. R/W = RIGHT -OF -WAY P.B. = PLAT BOOK O.R.B. = OFFICIAL RECORD BOOK PG. = PAGE P. B.C.R. - PALM BEACH COUNTY RECORDS D.B. = DEED BOOK WM = WATER METER E/P = EDGE OF PAVEMENT C.L.F, = CHAIN LINK FENCE C.B. = CONC. BLOCK — — — — - -- C/S = CONC. SLAB X 0.00' = EXISTING ELEVATION = CENTERLINE LEGAL DESCRIPTION: A PARCEL OF LAND IN SECTION 3, TOWNSHIP 46 SOUTH, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT MARKED P.R.M. ON PLAT ENTITLED REPLAT OF PART OF GULF STREAM PROPERTIES, NO. 2, AS RECORDED IN PLAT BOOK 20, PAGE 21 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, SAID POINT BEING AT THE INTERSECTION OF THE NORTH LINE OF LAKEVIEW DRIVE WITH THE WEST LINE OF GULF STREAM ROAD, AS SHOWN ON THE SAID PLAT; THENCE NORTHERLY ALONG THE WEST LINE OF SAID GULF STREAM ROAD, A DISTANCE OF A 150' FEET; THENCE WESTERLY, PARALLEL WITH THE NORTH LINE OF SAID LAKEVIEW DRIVE, AS SHOWN ON THE SAID PLAT AND ALSO ON THE PLAT OF GULFSTREAM PROPERTIES, AS RECORDED IN PLAT BOOK 18, PAGE 27 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, A DISTANCE OF 156.52' FEET, MORE OR LESS TO A POINT OF THE NORTHERLY EXTENSION OF THE EAST LINE OF THE ALLEY SHOWN ON SAID PLAT OF GULFSTREAM PROPERTIES; THENCE SOUTHERLY ALONG THE NORTHERLY EXTENSION THE EAST LINE OF SAID ALLEY, A DISTANCE OF 149.86' FEET, MORE OR LESS TO A POINT ON THE NORTH LINE OF LAKEVIEW DRIVE, AS SHOWN ON SAID PLAT; THENCE EASTERLY ALONG THE NORTH LINE OF SAID LAKEVIEW DRIVE A DISTANCE OF 153.02' FEET, MORE OR LESS TO THE POINT OF BEGINNING. TOGETHER WITH ALL EASEMENTS APPARENT THERETO. SUBJECT TO RESTRICTIONS, RESER`JATIONS, AND EASEMENTS OF RECORD; ZOING ORDINANCES, MATTER OF SUVEY & TAXES SUBSEQUENT TO DECEMBER 31, 1966. V , I �r SURVEYOR'S NOTES: 1. ALL BEARINGS OR ANGLES SHOWN HEREON ARE BASED ON THE RECORD PLAT UNLESS OTHERWISE NOTED. ASSUMEN SOUTH LINE LOT 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR RIGHTS -OF -WAY. 3. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE. 4. THIS SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED BY: CLIENT 5. REBARS AND CAPS WERE SET ON ALL CORNERS UNLESS OTHERWISE NOTED. 6. FIELD WORK COMPLETED ON: ______ 05 -16 -03 -------- 7. THIS SURVEY IS NOT VALID WITHOUT THE SURVEYOR'S SIGNATURE AND EMBOSSED SEAL. 8. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. OF 1929 UNLESS OTHERWISE NOTED. 9. BENCHMARK OF ORIGIN IS -__- PALM BEACH-- - - -- COUNTY BENCHMARK -------- 10. THIS SURVEY IS LOCATED IN FLOOD ZONE___A5_, PER N.F.I.P. COMMUNITY -PANEL MAP NO.___125109_0001 -.D____, BASE FIRM ELEVATION IS 7.0' FEET DATE OF FIRM IS 09 -30 -82 11. PROPERTY ADDRESS IS: 3410 GULFSTREAM ROAD TOWN OF GULF STREAM, FLORIDA 33483 THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT TO CHAPTER 472.027, F.S. NOTE: THE PROPERTY DESCRIBED HEREON HAS NOT BEEN ABSTRACTED TO R FLECT ANY ENCUMBRANCES THEREON BY THE UNDERSIGNED AND /OR DAVIS & PURMORT, INC. DATE: 12-09 -03 -03-08 CERTIFICATE: CERTIFICATE: I HEREBY CERTIFY THAT THE ATTACHED SKETC RVEY OF E I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND RR EC 0 E ST OF Or ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS SURVEY UNDER CT N. MY KNOWLEDGE AND BELIEF AS SURVEYED UNDER MY DIRECTION. f' L A- AVIS _ MICHAEL G. PURMORT _ P.S.M. #4531 P.S.M. #2720 STATE OF FLORIDA. STATE OF FLORIDA. 2 06 -22 -04 ADD POOL LOCATIONS N.L.R. 1 12 -09 -03 STEMWALL LOCATION (NO SLAB AT THIS DATE) N.L.R. NO. DATE REVISION DESCRIPTION BY SCALE 1" = 10' DAVIS oc PURMORT, INC. DRAWN BY NL.R. LB #0007219 DATE 05 -20 -03 Land Surveyors o Land Development -Consultants o Planners JOB NO: 03- 1081DBL 843 SOUTHEAST 8th AVENUE - DEERFIELD BEACH, FL 33441 F.B. /PG. 588/39 Phone: (954) 421 -9101 & (954) 698 -9101 fax: (954) 421 -5201 FILE Subdi\iidons 8c Condominiums Land -Sc Site Planning Lot Surveys o Mortgage Surveys o Acreage Surveys o Topographic Surveys o Record Plats -Condominium Plats o Construction Layout SHEET NO. 1 OF 1 it 1 INIIIIIIIIIIIIII SET PALMS CTO LEANUS SPECIFIED IN ' PLAN OR AS DIRECTED BY LANDSCAPE ARCHITECT. ' PRUNE PALM-FRONDS AND r REMOVE COCONUTS. VARY. SEE PLAN FOR EHT.NTS ' REQUIREMENT, f 't / - LAYERS OF BURLAP. I 2;.`- # %J l t��� �ii��i1 t`�!V ' �l ;1D rtG ��.•• �. ' ©Li wd 1 -2'k 4"x 12" WOOD BATTENS, CONNECTED WITH �1 �j' .! :k�ut� t�`! �� / P ' > N. , � *116 %°.�. A t, jex d9 / p (a/� PAL wi - tail (A't>Q t 1 Z �-I � �-� 2- 3/4" STEEL BANDS. I ` _ -- — 2 "X 4 °X o' WOOD BRACES t�1J�kP 1IJDr.. /�- /J {���.��.,. ,}y.� '� j _ (ADJUST BRACE LENGTH TO I. . 4* -t n.• .�/ -K�. d j .. � �f %'� t7� -'. ..+1!.c�- ,_�' (�� 1 iY I i` ,.l •� 'l�-UU.'A'l�rpcs++'L(.l FIT PALM) POUNDED INTO - i .. s �j� ��j t � A A t tom. •�• '.. z GROUND 24 ". TOENAiLED TO � . 1 '_�! 17it. .1 OED �+►G-LLr1�N�'. LAM- &"b.0T. 'f N14F 5� �' �+jt .i� /CowPg {. RMA 0;-4 Y D;#4t�` t RVYr CAL-, �►N! 1 BATTENS. go NAwsa lei •TREE 1 II II �� .: .. . MIN. 3° MULCH, SEE SPECS. 1"�� X-1 ; .1.� Wt2S W rr : t� FERTILIZER, I fit "! v SEE SPECIFICATIONS. 1 �7., j `� 1�'T°�"�� ,fi'L%!✓ � I - HT,/1 t 6" BERM TO HOLD WATER. X � t . • ' . ,.' '' - � -�•7 .Flc�.as . �•1 �A�M�NA► �t� -�'� . - s't-� u{i _ AGRIFORM FERT. TABLETS ! ° ' Ili!- -� �-- • I SEE SPECIFICATIONS _ it . I I , ,, /�/ �✓' •.1•�, . I EXISTING SOIL. BACKFILL W/ PLANTING SOIL MIX. ; : �/ .4� •�+ N • X I1 I IIII 11= III �dTioA� cF (zooT- _ ,. 1. c PLACER BALL ON �, ti>�M' tales _ +., -ko EXISTING S01 LSO PAL M WILL NOT LE. ». .. - 5 EIT .:, _ =ii r h `2 1 t i :I1 t f i :• ,1 I M• i+ •:�2r 4 ..Y• ° f. ^. 4 COCONUT PLANTING DETAIL TYPIC L - -� .� •`•" • •f�: r -'r 1 t I OCT*a ry PC 1F� 'sir/ " P �/V _...'GI �"rL/ ... �' .^ •! �r -' •A . • _ac�'C''Ir►Gr T►ls:. f fro �!i�►� `y iv1{v.:1l�yV!" a M...+�N�e.a.+✓ lot Loath, LAM _ W a+s •- -mss I !� I I ■ � n � Nk, +l rnslP�NCe .o ME LI ON MAP OCA1" NOT TO SCALE ���j�! S IN 1Y _ e A<L omm f@'_�7� GUS �Et��►f�Id�A► • �%�cc i �,t� f �� r I _ �� u V E 0 P RE DEC 14 20,04 `'6 C I • 2--C�Ftssc s>I- vas. /-,i rvAt -}•; - I - f,/Sirrr . � �•-- - Ear �°7,i�GU� . h �.`' °�siM�N�• L��'�- �?v„o�; � %'�� —I 4q . J C1GPil'caNt�C�j - I r "1 W GOD LAWS 4AO 30 LANDSCAPE CONTRACTOR • Landscape contractor shall be responsible for finish grading to +/• 2 ". L Landscape contractor shall be responsible for di:: preparation of all areas to rcceiye plants. a. c Landscape contractor shall lay out areas to be planted if so agreed by landscape architect. • PLANT MATERIALS: PALMS TREES SimUDS GROUNDCOVERS & VINES — — _— Plant species and size shall conform to those indicated on the drawing. '- diiiiiiiiiiiim MSASURgMEMS 12 Madness days before you dig: I Q ...r ..... - _.... _ Shade Trees. Spread shall be measured to K end of the branching equally around die crown from the ' • _���U center of the trunk. 'r=r- M1U1rSA1 IMArM= OCr1Pll Ir'rOM Measurements am •not to include any temdnd growth. • ' Single trunk trees shall be free of ' V' crotches that could be points of weak limb structure or disease infestation. Shrubs: Height shall be measured from the ground to the average point where man= plant growth 1 �f �'rICL ' 1 31T1'! \IN Late/ �.�%r�( / Spread branching Y stops. I S read shall be measured w alts end of btanctdn equally around the shrub mess. ' easurement area not to include any terminal growth, Palms ear Trunk (C T) shall be measured born due ground at time o Installation to the }may ���• - (�j�..� ��-7� ;r���� ,mot I M Clear a f' point where the mauve aged trunk joins the immature or gran portion of the trunk or hand. Overall Height (O.A.) SfudLbe measured from die ground at the time of installation to the average frond height. Palms with manr d or burned bunks will not be accepted. J Nomenclature shall conform to 'Standardized Plat Names" 1942 Edition. All nursery stock shall be in'iiccordance with 'Grades & Stntdards for Nursery Plants Paris I & If " latest edition published by the Florida Department of Agriculture and Consumer services. ° Unless specified otherwise, all•phmts shall be Ficrida Grade #1 or beuer as determined by the Florida Division of „ Plant industry. 7 i Specimen means an exceptionally heavy, symmetrical. Lightly knit plant, so trained or favored in Its development j I that first appearance is unquestionable and outstandingly superior in form, number of branches, compactness wid symmetry. shall All plants be freshly dug, sound, healthy, vigorous• well branched and free of disease and insect eggs and larvae and shall have adequate root systems. Trees for planting rows shall be uniform in size and shape, • All materials shall be subject to approval by the owner whets requirements am omitted from the plant list Plants shall be pruned prior to delivery only upon.die approval of did landscape arehitecL a3 -03 WOOLBRIGHT RD. (SR' 792) ci N red 'o w i < i-+ LD t M Q. O n M h w Q I SITE ? 0 _+ L t,o Oo OC1 L v ... LAKEVIEW DR. .o ME LI ON MAP OCA1" NOT TO SCALE ���j�! S IN 1Y _ e A<L omm f@'_�7� GUS �Et��►f�Id�A► • �%�cc i �,t� f �� r I _ �� u V E 0 P RE DEC 14 20,04 `'6 C I • 2--C�Ftssc s>I- vas. /-,i rvAt -}•; - I - f,/Sirrr . � �•-- - Ear �°7,i�GU� . h �.`' °�siM�N�• L��'�- �?v„o�; � %'�� —I 4q . J C1GPil'caNt�C�j - I r "1 W GOD LAWS 4AO 30 LANDSCAPE CONTRACTOR • Landscape contractor shall be responsible for finish grading to +/• 2 ". L Landscape contractor shall be responsible for di:: preparation of all areas to rcceiye plants. a. c Landscape contractor shall lay out areas to be planted if so agreed by landscape architect. • PLANT MATERIALS: PALMS TREES SimUDS GROUNDCOVERS & VINES — — _— Plant species and size shall conform to those indicated on the drawing. '- diiiiiiiiiiiim MSASURgMEMS 12 Madness days before you dig: I Q ...r ..... - _.... _ Shade Trees. Spread shall be measured to K end of the branching equally around die crown from the ' • _���U center of the trunk. 'r=r- M1U1rSA1 IMArM= OCr1Pll Ir'rOM Measurements am •not to include any temdnd growth. • ' Single trunk trees shall be free of ' V' crotches that could be points of weak limb structure or disease infestation. Shrubs: Height shall be measured from the ground to the average point where man= plant growth 1 �f �'rICL ' 1 31T1'! \IN Late/ �.�%r�( / Spread branching Y stops. I S read shall be measured w alts end of btanctdn equally around the shrub mess. ' easurement area not to include any terminal growth, Palms ear Trunk (C T) shall be measured born due ground at time o Installation to the }may ���• - (�j�..� ��-7� ;r���� ,mot I M Clear a f' point where the mauve aged trunk joins the immature or gran portion of the trunk or hand. Overall Height (O.A.) SfudLbe measured from die ground at the time of installation to the average frond height. Palms with manr d or burned bunks will not be accepted. J Nomenclature shall conform to 'Standardized Plat Names" 1942 Edition. All nursery stock shall be in'iiccordance with 'Grades & Stntdards for Nursery Plants Paris I & If " latest edition published by the Florida Department of Agriculture and Consumer services. ° Unless specified otherwise, all•phmts shall be Ficrida Grade #1 or beuer as determined by the Florida Division of „ Plant industry. 7 i Specimen means an exceptionally heavy, symmetrical. Lightly knit plant, so trained or favored in Its development j I that first appearance is unquestionable and outstandingly superior in form, number of branches, compactness wid symmetry. shall All plants be freshly dug, sound, healthy, vigorous• well branched and free of disease and insect eggs and larvae and shall have adequate root systems. Trees for planting rows shall be uniform in size and shape, • All materials shall be subject to approval by the owner whets requirements am omitted from the plant list Plants shall be pruned prior to delivery only upon.die approval of did landscape arehitecL a3 -03 q t �1� ■% = M N red 'o w i V Cal; �O i-+ LD M Q. O n M h cz :z _+ L t,o Oo OC1 L v ... J tw r, W O q t �1� ■% 3268 N OCEAN BLVD 2 STORY 200' 3259_ POLO DR 1 STORY 152.77' POLO DR 6611 _YVLV 1JK 1 STORY V 40' 150' 0 MIMI 0 3288 GULF STREAM RD LAKEVIEW DR 2 STORY 188.58' 30' 2 STORY 153.02' LAKEVIEW DR (NORTH VIEW] I GULF STREAM RD I 2 STORY V 30' 11, 105' GULF STREAM (WEST VIEW) 3435 GULF STREAM RD 3310 OLEANDER WAY I I LAKEVIEW DR 2 STORY 2 STORY 3268 N OCEAN BLVD 2 STORY 171.56' 155.5' 30' 200.02' GULF STREAM RD (EAST VIEW) J&W j /O11 A Sect. 3, Township 46 South, Range 43 East, lulf Stream, FI z o � ° M E U 0oU � USE" U�o Cx7��a44444hO�LLLLL +JI[T?aiJ�FO � � o yH °WP4 I lei �% o O O M 1 M ° z� V" 3435 GULF STREAM RD 3310 OLEANDER WAY I I LAKEVIEW DR 2 STORY 2 STORY 3268 N OCEAN BLVD 2 STORY 171.56' 155.5' 30' 200.02' GULF STREAM RD (EAST VIEW) J&W j /O11 A Sect. 3, Township 46 South, Range 43 East, lulf Stream, FI z o � ° M E U 0oU � USE" U�o Cx7��a44444hO�LLLLL +JI[T?aiJ�FO � � o yH °WP4 I lei ^' V/t o O O M 1 M ° z� V" V1 � U O �. O GO � P �i O F aln W U0 0 c M ®o� � ^' V/t o l ts. z� V" V1 � GO �i O F H W � o M V l � U REVISIONS CONMSSION 03 -013 DATE 7/17/03 SHEET tA DRAWN BY 0 H.Loveall U o CARWS MARTIN N AR CNITEC TS, INC. O t o aftCHITECTJf2E + DESIGN U U z� V" GO O F H W � o U SHEET tA DRAWN BY 0 H.Loveall U o CARWS MARTIN N AR CNITEC TS, INC. O t o aftCHITECTJf2E + DESIGN U SOUAID PROPERTY STORM WATER MANAGEMENT CALCULATIONS 1. SITE PLAN DATA: Total lot area = 23,184 sq.ft. + (0.53 acres The drainage area is considered to be 0.53 acres (23,184 + sq.ft.). The drainage area has been evaluated as follows: A) IMPERVIOUS AREAS (Per various plans, CADD & digital planimeter measurements): ITEM PROPOSED Building roof line /walkways /drive 10,693 sq.ft. Note: square footage has been rounded upward in some instances for estimating purposes; assumes driveway as impervious and includes roof overhangs, future project aspects. B) PERVIOUS AREAS: TOTAL = (23,184 sq.ft. - 10,693 sq.ft.) (1 acre /43,560 sq.ft.) = 0.29 acre 2. TOWN OF GULFSTREAM CRITERIA/DATA: Retain first 1" of rainfall Soil Storage Factor (S) S = 1.88" assumes: coastal soils compacted soils condition maximum 2' depth to water table 3. ESTIMATED RUNOFF RATE SFWMD Formula: Q =(P 0.2S) 2 P+0.8S Where Q = Runoff rate in inches S = Soil storage factor (see soil factor calculations) P = Rainfall = 1.00" S __ 1.88" x 0.29 acres = 1.03" 0.53 acres Qµwp [1.00" - 0.2(1.03 "))2= 0.35" 1.00" + 0.8 (1.03 ") 4. ESTIMATED RUNOFF VOLUME FOR 3 YEAR, 1 DAY STORM: Runoff Volume = Runoff Rate x Area Runoff Volume ,rte G = 0.35" x 0.53 acres x ft x 43,560 sg.ft. = 673 cu.ft. 12in. acre Existing site contours and recontouring of grades near proposed residential construction will "manage" this volume on -site within designated areas of property. Storm piping /exfiltration trenches will also be used for on -site areas for additional percolation of runoff volumes. The volume retained in the existing dry retention swale = 474 cu.ft. The remaining 199 cu fL of required retention will be retained in a new exfiltration trench placed on the east side of the existing residence. 5. EXFILTRATION TRENCH CALCULATIONS ( SFWMD ANALYSIS L = Total Length of Trench Provided = 14 ft W = Trench Width = 3.00 ft K = Hydraulic Conductivity = 0.0001 cfs /sq.ft. per ft. of head H2 = Depth to Water Table = 4.00 ft DU = Non - Saturated Trench Depth = 3.00 ft DS = Saturated Trench Depth = 0.00 ft V = Volume Treated = 201 cu.ft. TOTAL RUNOFF VOLUME RETAINED = 675 cu.ft. DRY RETENTION SWALE VOLUME RETAINED = 474 CU.FT. 153.82' S82 006'20 "E i- - - - -- -5.00 -- — — — — — — — — — — — — — — — — / r - - - -- - - - - -- 4.50----- - - - - -- — -- I I I I I I I I ! ( I I I I I i 0 0 CD CD o s LO o Ln i i i r I I I ! i t I I I I I I ! I I I ! I ! I I ( I ! I I I I I ! I ! ! I I I I I 1 I ! ! I I ! t I I I I I I I I F ---- -- I I ! I I ! I I ! I ! I I EXISTING GRADING & DRAINAGE TO REMAIN I I I I I I \ �- - -- 6.00------- - - - - -- 5.00 — 1 —4.50— — — � — Fnr, - - - -- / LAKE VIEW DRIVE I f I I I I I I I I I I ^^ I f--�1 �I I i T� V I _EXISTING BUBBLE UP TO BE REMOVED EXISTING DOWNSPOUT DRAIN PIPE TO BE ABANDONED I I I I II I i I i i i I I I I I I r 3 Q J Q H 48 HOURS BEFORE DIGGING 404 Wk* CALL TOLL FREE �n • 1- 800 - 432 -4770 w i' SUNSHINE STATE Certif icate of Authorization *5601 ONE CALL OF FLORIDA, INC. 4047 Okeechobee Blvd., Suite 222 Nest Palm Beach, FL 33409 IT 15 THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL Ph: (561) 471 -9863 Fx: (561) 471 -5075 EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND Civil /Environmental /Agricultural Engineering UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. Water Resources /LandDevelopment Groundwater /Hydrogeology Wetland /Upland Habitat ProtIect Permitting /Management Golf (`on se Renovation /Construction SITE LOCATION 201 LAKEVIEW DR. Z Q w U 0 U H Z I— a LOCATION MAP N.T.S. LEGEND EXISTING ELEVATION FLOW DIRECTION EXFILTRATION TRENCH D AREA DRAIN NOTE: EXISTING GRADING SHOWN BASED ON PLAN BY ENVIRODESIGN ASSOC., INC. W GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. r i • �, o0 Y� L5 w m 0 Q t7# w i A ZWO C c • LL WW A 10 06/06/05 REVISE CALCULATIONS; REVISE Sheet EXFILTRATION TRENCH LENGTH I C1 © 2005 Doug Winter Companies, Inc. n _ r� 0° " I U (D (0 n U U O O 10 06/06/05 REVISE CALCULATIONS; REVISE Sheet EXFILTRATION TRENCH LENGTH I C1 © 2005 Doug Winter Companies, Inc. r� 10 06/06/05 REVISE CALCULATIONS; REVISE Sheet EXFILTRATION TRENCH LENGTH I C1 © 2005 Doug Winter Companies, Inc. GENERAL SPECIFICATIONS /NOTES 1. The contractor shall check all drawings furnished immediately upon their receipt and shall promptly notify the engineer, Doug Winter Companies, Inc. in writing of any discrepancies. Anything shown on the drawings and not mentioned in the specifications or mentioned in the specifications and not shown on the drawings, shall be of like effect as if shown or mentioned in both. 2. Figure marked on drawings shall, in general, be followed in preference to scale measurements. Large scale drawings shall in general, govern small scale drawing. The contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby. When dimensions on the drawings are affected by the type of equipment selected, the contractor shall adjust such dimensions as conditions may require. 3. If the contractor, in the course of the work, finds any discrepancy between the drawings and the physical conditions of the locality, or any error or omissions in the drawings or in the layout as given by points and instructions, or discovers unforeseen underground or aboveground conditions or any other unexpected conditions requiring additional work by the contractor, it shall be his duty to immediately inform the engineer, in writing, and the engineer shall promptly check the accuracy of the information. Any work done after such discovery, until any necessary changes are authorized, will be done at the contractor's risk. 4. If any part of the contractor's work depends, for proper execution or results, upon the work of any other contractor, the contractor shall inspect and measure work already in place and shall at once report to the engineer any discrepancies between the executed work and the drawings. 5. The engineer or his authorized representative shall have free access to the work of the contractor at any time for purpose of inspection. The contractor shall furnish the facilities to determine, as best as can reasonably be done, the nature and quality of the work performed. Such assistance of the contractor shall, if necessary, include the uncovering, testing or removal of portions of finished work. 6. Debris Removal: All debris shall be removed from the area and legally disposed. Debris may be burned upon obtaining proper burning permit but any unburned remains are to be disposed of as directed by the owner or his representatives. 7. The contractor shall be responsible for protecting all buildings, structures, and utilities that are underground, above ground, or on the surface against construction operations that may be hazardous to said facilities and shall hold and save the owner harmless against all claims of damage. The contractor shall, by repair or replacement, return to equal or better condition, all pavement, sidewalk, lawns, utilities, and other items damaged by this construction activity. 8. The contractor shall be responsible for obtaining all required tests and shall submit reports by an independent testing laboratory approved by the engineer. Should any tests fail to meet specification as shown herein, the contractor shall at his expense correct all deficient work and submit laboratory test results showing compliance with these specifications. 9. All work shall be performed in o workman like manner and shall conform with all applicable City, County, State and Federal regulations and /or Codes. The contractor shall obtain all permits and licenses required to begin work. 10. The contractor shall visually examine the construction site to determine the amount of clearing and existing facilities to be replaced, removed and /or relocated which may be required in order to complete the work. 11. The contractor shall give the engineer 48 hours notice prior to requesting required inspections and shall supply all equipment necessary to properly test and inspect the completed work. 12. The contractor shall guarantee all work and materials for a period of one year from the date of project acceptance, during which all faulty construction and /or materials shall be corrected at the contractor's expense. 13. All work shall be accomplished in a safe and workmanlike manner. The contractor shall comply with all applicable laws and regulations of any public and /or private body having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss; and shall erect and maintain all necessary safeguards for such safety and protection. The responsibility for project safety rests solely and specifically with the contractor. Town of Gulfstream and their employees and agents are specifically indemnified and held harmless from any actions of the contractor relating to the safety procedures implemented during construction and from any claims brought by any persons regarding safety, personal injury or property damage. 14. MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS A. Prior to any major deviation from the approved plans. B. Prior to backfilling of any trenches containing hydraulic conduits, so that jointing may be mutually approved. C. Upon completion of subgrode compacting. D. At the time of delivery of base material. E. Upon completion of the base and prior to priming. F. Immediately prior to and upon the first and second applications of the plant mixed wearing course. G. Upon completion of construction. A final inspection will be made with project representative. H. 24 Hour notice before inspection is needed. 15. All unsuitable material such as muck, marl, and debris shall be removed from the limits of construction and legally disposed. At the engineer's direction, muck may be stockpiled on the site at designated locations for use in landscaping. 16. Guaranty. All material and equipment to be furnished and /or installed by the contractor for this project shall be guaranteed for a period of one year from the date of final acceptance thereof, against defective materials, design and workmanship. Upon receipt of notice from the owner of failure of any part of the guaranteed equipment or materials during the guaranty period, the affected part, parts or materials, shall be replaced promptly with new parts or materials by the contractor, at no expense to the owner. In the event the contractor fails to make the necessary replacement or repairs within seven (7) days after notification by the owner, the owner may accomplish the work at the expense of the contractor. 17. As- builts: The contractor shall complete "as- built" information relative to pipe lengths, materials and any deviation from plans and provide a copy of such to the owner and engineer for final acceptance of the contractor's work. 18. Elevations: All elevations refer to N.G.V.D. 1929. EXISTING GROUND \/ \ z O CD w 1=- Z > = = Mw X Z I 1 w J I zJ Wz O Y z O N U C-E co ¢ ¢ m 2-- _J U C¢n > o w M¢ Wof C.7 W z° ¢o z I- ¢ ¢z 0 ¢ X w im L - NOTE: FOR PLACEMENT OF BACKFILL OVER PIPE SEE - PIPE O.D. + 24" SPECIFICATION fl 12 12 � \�� PROPOSED PIPELINE HAND PLACED SELECT MATERIAL IN 6" LIFTS LOWER QUADRANT TO BE SHAPED TO RECEIVE PIPE BELL AND BARREL 1. EXCAVATION SIDE SLOPE SHORING, ETC. SHALL CONFORM TO O.S.H.A. STANDARDS. COMPACT TRENCH BACKFILL TO 98% OF MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T -180. DENSITY TESTS SHALL BE TAKEN AT 12" LIFTS EVERY 100' IN PUBLIC RIGHTS -OF -WAY AND 200' IN EASEMENTS. 2• BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8 " -7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, HARDPAN AND LARGER ROCKS SHALL BE REMOVED. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK, MUCK, HARDPAN AND DEBRIS. 5' SEE SEPARATE DETAIL FOR "PIPE INSTALLATION UNDER EXISTING PAVEMENT -OPEN CUT. 6' THE AFFECTED AREA SHALL BE RESTORED TO EQUAL OR BETTER COND11ION OR AS SPECIFIED IN PERMIT /CONTRACT DOCUMENTS. TRENCH AND 5AGOILL DETAIL N.T.S. TN�FICAL EXPLTRATION TRENCH CT_ BACKFILL. ?� 1 2 INCHES =BACKFILL D u UNSATURATED TRENCH DEPTH = 3.00 ft 6INCHES MINIMUM PIPE COVER = 0.0001 efs /sq.ft. per ft. of head H2 = Depth to Water Table PIPE 12 INCHES PERFORATED = 3.00 ft DS C OARSE ROCK MINIMUM PIPE DIAMETER PIPE BED D s 12 INCHES MINIMUM TRENCH WIDTH V K(H2W + 2H2 Du - Du + 2H2 Gs) + (1.39x10 -4 )WDu L = LENGTH OF TRENCH REQUIRED (FEET) V = VOLUME TREATED (ACRE- INCHES) W = TRENCH WIDTH (FEET) K = HYDRAULIC CONDUCTIVITY (CFS /FT.2 - FT.HEAD) H2 = DEPTH TO WATER TABLE (FEET) Du = NON- SATURATED TRENCH DEPTH (FEET) Ds = SATURATED TRENCH DEPTH (FEET) GRADE VARIES ELEV. 4.00 EXFILTRATION TRENCH LENGTH = 14' ELEV, 2.00 8" DIA. PERFORATED PIPE 3 4" OR LARGER 3 � COARSE ROCK WRAPPED IN / MIRAFI 140 NL FILTER FABRIC CLEAN, WASHED ROCK OR APPROVED EQUAL EXFILTRATION TRENCH DETAIL N.T.S. 12" CAST IRON GRATE 5.0" 19� 0 Z= ® STANDARD (H -20) RATED DRAIN AREA = 62.7 SQ. INCH IA HINGED GRATE COVER FOR EASY ACCESS d' ® o LLLLLLLLL o e LLLLLLLLLL 0 o LLLLLLLLLL °o °a LLLLLLLLLL 0 o LLLLLLLLLL e LLLLLLLLLL e � LLLLLLLLLL LLLLLLLLLL m ® LLLLLLLLLL o e LLLLLLLLLL PEDESTRIAN (H -10) RATED SOLID GRATE DRAINAREA = 51.0 SQ. INCH 10" DUCTILE IRON GRATE STANDARD DRAIN AREA = 29.7 SQ. INCH SCUD DOMED CaM AM RA10 FM UWT QUALITY: MATMK SHALL CQNMW To AM Aye - aASS X8 PLANT: CASTINGS ARE FU NS10 WTH &M PAINT MATERIAL: CAST IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 308 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT NOTE: TYPE OF GRATES & INLETS TO BE COORDINATED WITH ENGINEER & LANDSCAPE ARCHITECT PIPE MATERIAL MAY BE PVC, ADS, NDS, OR APPROVED EQUAL AfREA FD AIN DEETAIL SOUAID PROPERTY STORM RATER MANAGEMENT CALCULATIONS 1. SITE PLAN DATA: Total lot area = 23,184 sq.ft. + (0.53 acres The drainage area is considered to be 0.53 acres (23,184 + sq.ft.). The drainage area has been evaluated as follows: A) IMPERVIOUS AREAS (Per various plans, CADD & digital planimeter measurements): ITEM PROPOSED Building roof line /walkways /drive 10,693 sq.ft. Note: square footage has been rounded upward in some instances for estimating purposes; assumes driveway as impervious and includes roof overhangs, future project aspects. B) PERVIOUS AREAS: TOTAL = (23,184 sq.ft. - 10,693 sq.ft.) (1 acre /43,560 sq.ft.) = 0.29 acre 2. TOWN OF GULFSTREAM CRITERIA/DATA: Retain first 1" of rainfall Soil Storage Factor (S) S = 1.88" assumes: coastal soils compacted soils condition maximum 2' depth to water table 3. ESTIMATED RUNOFF RATE SFWMD Formula: Q = -0.2S z P +0.8S Where Q - Runoff rate in inches S = Soil storage factor (see soil factor calculations) P = Rainfall = 1.00" S 1.88" x 0.29 acres = 1.03" Q 11.00" - 0.2 (1.03" )12= 0.35" 1.00" + 0.8 0.03 ") 4. ESTIMATED RUNOFF VOLUME FOR 3 YEAR I DAY STORM: Runoff Volume = Runoff Rate x Area Runoff Volume = 0.35" x 0.53 acres x ft x 43,560 sq.ft. = 673 cu.ft. T2-in. acre Existing site contours and recontouri ng of grades near proposed residential construction will "manage" this volume on -site within designated areas of property. Storm piping /exfiltration trenches will also be used for on -site areas for additional percolation of runoff volumes. The volume retained in the existing dry retention Swale = 474 cu.ft. The remaining 199 cu.ft. of required retention will be retained in a new exfiltration trench placed on the east side of the existing residence. 5. EXFILTRATION TRENCH CALCULATIONS (SFWMD ANALYSIS L = Total Length of Trench Provided = 14 ft W = Trench Width = 3.00 ft K = Hydraulic Conductivity = 0.0001 efs /sq.ft. per ft. of head H2 = Depth to Water Table = 4.00 ft DU = Non - Saturated Trench Depth = 3.00 ft DS = Saturated Trench Depth = 0.00 ft V = Volume Treated = 201 cu.ft. TOTAL RUNOFF VOLUME RETAINED = 675 cu.ft. SURFACE CONTOURING PER RESPECTIVE DESIGN PLAN INLINE DIRECT RISER INLET IN SYSTEM ING OF SYSTEM INLET -� RISER ALL PEP AND PVC PIPING SHALL PEP PIPING, WHERE SPECIFIED, PROVIDE A MANNING'S FRICTION FACTOR l�SHALL BE BY ADS OR AN APPROVED EQUIVALENT. L OF 0.012 OR LESS, (n < 0.012) FITTINGS /COPLNGS SHALL U BE "PRO LINK WT' OR "SERIES 35" NOTE: SDR 35 OR 900 PVC WITH 0 -RING BELL AND SPIGOT _F1r_ JOINTS ARE ACCEPTABLE EQUIVALENT SYSTEMS X90' BEND TEE PIPE SIZE AND MATERIAL PER PLAN SHEET LAYOUT ED I ECT fR15EfR INLET: T�FIC,4L IN5TALLATI 0N N.T.S. Z04 W*4 &X", SWA Certificate of Authorization *5601 4047 Okeechobee Blvd., Suite 222 West Palm Beach, FL 33409 IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL Ph: (561) 471 -9863 Fx: (561) 471 -5075 EXISTING UTILITIES FOR FIELD LOCATION OF UNDERGROUND Civil /Environmental /A ricultural Engineering UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. 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SEE PLAN FOR HT. REQUIREMENT. 1 IAYERS OF BURLAP. - LI�I ✓YM/L�`RW Y^ i'�, p�x'M�II r?�ilaG.- fPN+NT -2 "x 4 , 12" WOOD _ vL2� q �-.�.1 �LN ^e, BATTENS CONNECTED WITH �{A'yiJ%�rTT- �Y�N.�''''1 ¢ bNN—I' 12�IeL� Lf •%f;�•�''4'E'• 2- 3/41 STEEL BANDS. 2 "K 4 "t 10• WOOD BRACES .4 41, ?V.06 WA.M�No�, � -'d .ekU" �. 3'AK.:��13 .. ' NIX - P�EH6LLENIt'- GWPQ�S; ,(���µT, Ei �.i']ALL.NtADf►-2o'2a.c:.. (ADJUST BRACE LENGTH TO i f ouNO X24 ". TOENA k0 70 Nib -�G O' S MVP4 ft�4FA�t/.'Cy=t3uT WD�. E.il,;�jfl�Vy. CfEL, .� BATTENS. UP OX S1N-M. - '0%:�i�r%j �p��. AA �GP!eR.�rl +��D�IiX- I�'N.E�'y GC. �rvil TYrvI� °�I•d:\•�. .I. MIN. 3' MULCH, SEE 5PECS. /�-- FERTILIZER SEE SPECIFICATIONS. ' WOOLBRIGHt RD. (SIP 792) 2 IF . SITE LANE4IEW OR. �_� n r 3 p N! C d� m n r 3 N- (3) RELOCATED OYAL pALMS / ✓c. va - SB "^,o':e''E --- -- - --' - '- '_'- -_'_-' •3.l' ngvd - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — --- I � I I•0' Clump ray. Palm L - -- 12, -- ------ -- I I Ile i I II q Ik, I 20 i 12' x ---- -- p � 120' I I X I l 84' { 12 I CE] I - - -- f • / (6)RELOGAT t I ( - _ 12 '• ROYAL PALM la' r II II T. rJ 12aII C. SaWBACK i I .�•. y v 1 Jl . -l'�' - I . L- - - — - — - — - — - — - - — - — - — - — - — I IS— + - - --- � t o 0. ' I I , t t :J /`•' Yi ,� 4- tl. �!: .� V"r i�:,w a SeoP(Si C ,J ; ^•^ • 1 Y. ------------ ---------------- -- - - -- - - - - -- ------ TREES AFFECTED BY CONSTRUCTION NAME 5ABAL PALM RELOCATE QTY. I CAL. IN, Saba I palmetto ROYAL ROYAL PALM Roystonis reeia GUMBO LIMBO Bursera simaruba 3 9 FICUS / BANYAN d • Ficus app. TROPICAL TROPICAL ALMOND + Terminalla catappa TREES AFFECTED BY CONSTRUCTION NAME REMAIN OTY. CAL. IN, RELOCATE QTY. I CAL. IN, REMOVE QTY. I CAL. IN, ROYAL PALM 3 9 TROPICAL - - - - 3 30 ALMOND 5ABAL 1 II - PALM FICUS 5 341 4 306 c4jMBo 1 11 - - - - LIMBO A. GRANT THORNBROUGH AND ASSOCIATES AND t.ANO PLANNERS 132 North Swinton Awnu• Wray B*MK FL 33444 (861) 276-WW FAX (581) 278 -6777 SCALE �.., JU i , �� j Town of Gulf Stream, PRO -ecr 5OUAID RESIDENCE GULF5TREAM,FL TITLE TREE REMOVAL / RELOCATION PLAN PriGL, NO. 5M 10 -L5 -1404 FILE NArre RJY /AGT DRAWN 6/16103 DATE ITV• &4EET ]- 1 OF 3 b E �t I n : ^ Soo 0 1:) - - - ---------- -------- -- ----- -- 13.1 ngvo ( 1 1 I t ! i i 1 • f . 1 1 50D r r 1 I I 1 I 1 ! / I M A. GRANT THORNBROUGH AND ASSOCIATES LMVXII[ Mllm ltt.l3 ANO LAND PLANNERS 132 Nuts %Wcm Menus Oeray Beech FL 33444 (561) 278 -5050 FAX (361) 275 -8777 SHEET L-2 OF 3 PLANT LIST KEY CITY PLANT AND SPECIFICATION TREES AND PALMS 0 -mat. 55 3 Bursere simerube (Gumbo Limbo) Yl' -14' his, 5' spr, mint, 3' cal, red extol. bark •net GE I Conocarpus ersetus sericeue (511ver Buttonwood) arp 10- oa. ht., 8' spr, Full, well brAnd-Ad GM 2 Caryota mytle (Clustering Fishtail 1-61m) '.. 15' oa, hL, NII clump, 4 tru*a mint -nat. CN & Cocoa nuoifera raypan' (Coconut POW 4' - 10' gw,, heavy curved trunks, stagger Ms. (southern Red Cedar) •net. N 2 Juniperus virg, siilcicola 30gal, 10' oa. ht, 5' spr, full, matched a �) PD 2 Phoenix dactyllfera 'ModJool' (Date PaIT) 25' O.A. Ma, matcMmd (6011taire Palm) \ PE3 4 Ptychosperme elegans 18', oa. ht, heavy trunk triples i O TC 3 Tabebula caralba (Yellow Trumpet) 12 -14' M., 1' spr, lull canopy - 3 r -net TR2 2 Thrinax radiate (FL Thatch Palm) SCALE 1/5' =1' -0' 0c—A 6 a, oa. M, wide fans, doubles AL PALM q SH�BS GFWLINDCONERS AND ACCENTS `71 "- ALv 32 Alpinla x.'varlseata' (variegated 'ell 5Il Ginger) full, 3' oz, 3 I Qj - ANN 115 24' M, 30' spr., gal. Sea sonai Amuale G, 12' oz. 'Rod Not' / 'Orange Not' � p� . '� . 9 '� v „ ANT 25 Antholum 12' lull, 18' a bed filler :9 ?6 - G, ML, oz. Aptenia cordifolia (Baby Sun Rose) APT 40 G, 12' spr, 12' oz, mixed fir. colors 'Helen i 9 . s= ` ^.i -+•° ! BvD 36 Bougainvillea dwt. 3gal, 24' x 24', full mounds, 24' oz. or as Indicted Coo 41 Codeatum veriega tun (Croton)'Petra' or similar 30' M, 24' spr, 1411 1J11jM k (Hawaiian TV 9own Of Skrte:aCiY F COR 63 Cordggltne taminalls 3' M,34' spr, full, 3 p.pp, 3 gal. (black/ red leaf 4 tricolor var. - mixed seIJ CRI 16 Grimm x amabile 'Purple Leaf' 3' M, 4' spr, full, perk fM. EGT PROJECT FIG 130 Ftc bsnJemina badge w 5' o s. M, 30' spr, Nil to base, 30' oz. 50UAID F2ESIDENGE HEL 16 a �� edialture 1g.ICCOMI MJ, mixed Fir. types NIB 29 Hibiscus mlrub 'Florida Sunset' or similar CsULF$TREAr'1, FL 36' M, 30' spr, Nil s flcQwtng IXD 100 Ixore 'Petite' (Red Taiwan Dwarf) 3gaL t6' K. 12' spr, NII, IS' oz. IXN 30 ixora Nora Grant' 3gal, 30' M, 24' spr, NII, 24' oz. TITLE MPL 3 Murraya paniculatal 'Lakanriew' ' MR e5 1' ". M, 4' spr, NII, STD I- Iurraya panlculata (Cheicas Hedge) LANDSCAPE PLAN 4' O.A. M, 30' spr, NII to base, 30' oa. -nat. NEP 155 Neptrolepis falcate Nrcns (FI611tall Fern) 3gal, 18' M, 24' spr, 30' oz. PDD 3 Podocarpus mactopNilus 1-1aki' MU 05 1' columns, 24' spr, Nil Plumbago a. 'Imperial Blue' (Blue Plumbego) �J•�• g0 14' hi, 16' spr, NII, 2' oz, 3 gel. PoiypodWm / mr- rosorum seotopendrlum (Wart Fern) 5CUAID- LS -ladw41 FILE NAM PpL G. 12' ht, multi stems, full, 16' oa RJY /ACT DRAWN BEL 12 Phlodendron bipfnnatiftdim (5e110un) 6(!6103 DATE 1gal, 3' ht, 4' spr, full mounds TRA °r0 Trachelospamt4n asiaticum T'ilnW4' G, full s14' mounds, 16' ox- �_. -- — XAN 14 Philodendron 'Xanadu' 3gal, 12' ht, 16' spr, B' oL SHEET L-2 OF 3 "1. - . ,n' i . ry ,,{t1 `•\ tD \rIA ,4'r +�A% \,\ P 1' t Qi? r2 y .. -., P / ,� It _ I �\ , f , , at, • Y. 0 'N RlR I : . . -, f . , , i I � Y' n P t ]v }. r" /% 3 i + I ., w_ r. ` _ > ., .11 ILA. `�-., s.ar b) ,i ' r €' adI - r i _'; ir' r { �j t: :� r i \ \ - A:% - P f- 1.�` w ?� . _ r.esy % . _ €�` .- . c' • •: • �:, , ,, ,y ... ., -.., .;: =r= tug , ai I r6 t , .1 I /ro r ,.,, �' ,. "4s k , 4, ee y - I I'll (� _ i. ! ` .-. c ... - .. / _ _» _.. -.. 5 f ,/. ._ y .. i. i •:4 ,. _ t _ , —:: _. ;. .- r - . ,. �" .) 1 f ; - \,. \ x _. 1. �;. i r- r'� r:: { i s wG • 1 rr I• .. _ • Wes+ - .l . 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