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Resolution Zoning 14-Z-144
DEVELOPER: TRUMP GROUP 17780 COLLINS AVENUE, 2nd FLOOR SUNNY ISLES BEACH, FLORIDA 33160 TEL. (305) 933 -8301 FAX (305) 935 -5705 TOWER ARCHITECTURE: COHEN, FREEDMAN, ENCINOSA & ASSOC. ARCHITECTS, P.A. 8085 N.W. 155TH STREET MIAMI, FLORIDA 33016 TEL. (305) 826 -3999 FAX (305) 826 -4155 VILLA ARCHITECTURE: PORTUONDO PEROTTI ARCHITECTS, INC 5717 SW 8TH STREET, SUITE 200 MIAMI, FLORIDA 33144 TEL. (305) 260 -9331 FAX (305) 260 -9318 T ATTTIC(''ADLn. EDSA 1512 E. BROWRD BLVD, SUITE 110 FORT LAUDERDALE, FLORIDA 33301 TEL. (954) 524 -3330 CIVIL ENGINEERING: THOMAS CHECCA 11568 NW 73rd MANOR PARKLAND, FLORIDA 33076 TEL. (954) 344 -6664 PRELIMINARY DESIGN FOR: PALAZZO DI ACQUALINA SUNNY ISLES , FLORIDA INDEX OF SHEETS ARCHITECTURE A.0 COVER SHEET A1.0 PROJECT DATA & LOCATION PLAN AIA MASTER SITE PLAN / PHASE PLAN A2.0 1ST LEVEL PLAN/ GARAGE 2ND LEVEL PLAN/ LOBBY A2.2 3RD LEVEL PLAN/ TOWNHOUSE SECOND LEVEL PLAN A2. TYPICAL LEVEL PLAN A2.4 TOWNHOUSE PLANS A2.5 TYPICAL TOWER LEVEL PLAN A2.6 PENTHOUSE LVL I A2.7 PENTHOUSE LVL 2 A2.8 ROOF LEVEL PLAN A3.0 BUILDING ELEVATIONS A3.1 BUILDING ELEVATIONS A3.2 BUILDING ELEVATIONS A3.3 BUILDING ELEVATIONS A .0 BUILDING SECTONS A4.1 BUILDING SECTONS CIVIL ENGINEERING C1 PRELIMINARY ENGINEERING PLAN LANDSCAPE Ll TREE SURVEY & DISPOSITION PLAN Ll -1 TREE SURVEY & DISPOSITION DETAIL L2 SITE LANDSCAPE PLANTING PLAN L3 AMENITY DECK PLANTING PLAN L4 PLANTING NOTES, SCHEDULES & DETAILS L5 LANDSCAPE ELEVATIONS L6 LANDSCAPE ELEVATIONS L7 LANDSCAPE STREET & RIVERWALK SECTIONS AUG 2 9 2014 LO Z wf&t - p PLANNING &ZONING DEPT. 0 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305- 933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® Of�E 90NVOe0UlIr4.3lIE1f4 lI1�Iq RDiM®I W Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 1 1568 NW 73rd Manor, Parkland, FL 33076 Office: 954 - 3446664 Response to Title: Date: 2014.08.14 Project 11 113158 Drawn Bv: Scale: AS SNOWN c EDSA, lnc. Agenda Item � A.0 Date q — / y LEGAL DESCRIPTION: Tract "O ", AMENDED PLAT OF NORTH BISCAYNE BEACH, according to the plat thereof, recorded in Plat Book 44, Page 42 of the Public Records of Miami -Dode County, Florida. AND A portion of Tract "A" of THE PEOPLES PROPERTY according to the plat thereof, as recorded in Plat Book 106, Page 37, both of the Public Records of Miami -Dade County, Florida, less and except the South 125.00 feet of said Tract "A" being more fully described as follows: Begin at the Northwest corner of said Tract "A "; thence on a bearing of East along the North line of said Tract "A" for 200.00 feet to the Northeast corner thereof; thence continue on a bearing of South 06'06'20" West along the Easterly line of said Tract "A" for 60.00 feet; thence on a bearing of East along the Northerly line of said Tract "A" for 50.00 feet to the East line of said Tract "A "; thence South 06'06'20" West along the East line of said Tract "A" for 74.29 feet; thence on a bearing of West along a line parallel with and 125.00 feet North of as measured of 90'00'00° from the South line of said Tract "A" for 250.00 feet to a point on the West line of said Tract "A "; thence North 06'06'20" East along said West line of said Tract "A" for 134.28 feet to the Point of Beginning. Subject to the Easement described in that certain Warranty Deed recorded in Official Records Book 12000, Page 92 of the Public Records of Miami -Dade County, Florida. BUILDING DATA Zoning Designation: MU -R Building - Type I Construction Land Area: 243,978 Sq. Ft. Note: Refer to sheet (A -2) for setback dimensions 5.601 Acres Lot Coverage: Allowed: 80% (243,978 x.8 = 195,182 Sq. Ft.) 13,500 sf Provided: 57% (138,084 Sq. Ft.) Open Space: Required: 40% (243,978 x .4 = 97,474 Sq. Ft.) 125' -0" Provided: 66% (160,897 Sq. Ft.) Pervious Area: On Grade: 81,643 s.f (33 %) On Structure: 31,233 s.f (13%) Impervious Area: On Grade: 44,738 s.f. (18 %) On Structure: 86,290 s.f. (36%) Density: Allowed: 80 Units/Acre x 5.601 = 448 Units 20'-0" Provided: 34 Units /Acre x 5.601 = 190 Units SETBACKS Building 1 Note: Refer to sheet (A -2) for setback dimensions Villa Required Provided Front (Collins) 13,500 sf Tower 75' -0" 175' -0" Garage 50' -0" 70' -0' Porte Cochere - 125' -0" Side Setbacks (South) 485,300 sf Tower 50' -0" 50' -0" Garage 7'1" 8,450 sf Side Setback (North) .06 ( 15,797 s.f.) Tower 50' -0" 65' -0" Garage 7'-6" 20'-0" Rear Setback (Ocean) 527,500 sf Setback shall be the bulkhead line or 20' -0" from the property line whichever is closer to Collins Ave. Tower 155' -0" to 20' from property line Garage 90'-0" to 20' from the property line Villa d' Este 135' -0" to 20' from the property line Building Height Townhouse Allowed: 643' To Aircraft Warning Light 1 Provided: 643' To Aircraft Warning Light Unit 1 NOTE: 46 SIDEWALK ELEVATION 5.5' NGVD = 0' -0' ON ARCHITECTURAL DRAWINGS. GARAGE: -Z-X = 3.5' NGVD LOBBY LEVEL-15'- 21AT NGVD. 46 I L LOCATION MAP SCALE: N.T.S. FLOOR AREA CALCULATION v 1,089,300 sf = 4.46 F.A.R. 243,978 sf FLOOR AREA RATIO BONUSES DESCRIPTION Building 1 Building 2 Villa 1st Level - Garage 6 2 6 2r0 f 13,500 sf 2nd Level -Lobby Level 12,300 sf ( Incuding Gallery) 12,300 sf (Including Gallery) 10,750 sf 3rd Level - Amenity s s 10,750 sf 4th -09th - (46) Typical Levels 485,300 sf 485,300 at 2.5 (609,945 s.f.) Penthouse Lower Lvl (50th Lv) 8,450 sf 8,450 sf .06 ( 15,797 s.f.) Penthouse Upper Lvl (51st Lv0 7,950 sf 7,950 sf - - - - - -- Total: 527,500 sf 526,800 sf 35,000 sf 1,089,300 sf = 4.46 F.A.R. 243,978 sf FLOOR AREA RATIO BONUSES DESCRIPTION F.A.R. Access Easement .1 Beach Access Trust Fund .2 Public Beach Enhancement .6 Collins Ave Streetscape .6 Sunny Isles Beach Parking .2 Educational & Cultural Bonuses .2 Total Bonuses 1.9 (463,558 s.f.) Base F.A.R. 2.5 (609,945 s.f.) MaAmun F.A.R. without TDRs 4.40 (1,073,503 s.f.) TDRs .06 ( 15,797 s.f.) Total 4.46 (1,089,300 s.f.) Parking (24 Hour Full Valet) - - - - - -- Required: 2 Spaces/Unit x 190 Units = 380 Spaces Restaurant 5000 s.f. /150 = 34 Soaces Note: 1. Guest parking not required for buildings with full valet service 2. Guest parking in accordnance with Sunny Isles zoning code 265-46 Table B 3. Only the restaurant is open to the public. All other uses are for residents only. Provided: 7Grival Deck: TMtanda-r&— UNIT 1 UNIT 1 UNIT I UNIT 1 UNIT i UNIT 1 UNIT 1 UNIT I UNIT 1 Parking Garage: 188 Standard .UNIT 2 UNIT 2 UNIT 2 222 Lifts __ -_ UNIT 2 UNIT 2 UNIT 2 UNIT 2 ____ 47 Tandems UNIT 2 UNTP 2 Total: 474 Spaces Loading UNIT 2 UNIT 2 Required: 2 Bays - - - - - -- THOMAS CHECCA, P. E. Provided: 2 Bays UNIT DATA SUMMARY Environmental Consultant 11568NW73rd Manor Parkland FL33076 Office: 954-344-6664 __.____._.__.___.__.__ ._._.__.__._._._._____.___.__._ Unit Type Building 1 Building 2 Townhouse 1 1 Unit 1 46 46 Unit 2 46 46 Unit PH 1 1 1 Unit PH 2 1 1 Total 95 95 Total # of Uints: 190 IMMMMI �Nm� rm = = UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 1 UNIT 1 UNIT I UNIT 1 UNIT i UNIT 1 UNIT 1 UNIT I UNIT 1 ------------------------------------ -- - -- - -- ....................................... ------- -_"------------ UNIT 2 .UNIT 2 UNIT 2 UNIT 2 UNIT __ -_ UNIT 2 UNIT 2 UNIT 2 UNIT 2 ____ _ - - - - -- UNIT 2 UNTP 2 UNIT 2 UNIT 2 UNIT 2 UNIT t _.__._._._ .. ._._ ....__._. _____. UNIT 1 UNIT 1 UNIT 2 - - - - - -- THOMAS CHECCA, P. E. Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office PHI 17780 Collins Avenue Sunny Islas, FL _ _ _ _ _ ____ 33160 Telephone 305- 933 -8301 PH UNIT i Consultants: UNIT 1 Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ._ -- ® aE9taWIOagLLWgeIRHo rwr�.v�vean,a�,a _.__._ okra . rwmvewa�nr . usw� . everooa,w -- - - - ---'--- ------- ---._`- ------------- _._________._._.____._._.___ UNIT 2 UNIT I .UNIT 2 UNIT __ -_ UNIT 2 UNIT 2 UNIT 2 ____ _ - - - - -- Civil Engineer: UNTP 2 - - - - - -- THOMAS CHECCA, P. E. __ _ _ UNIT 2 MUNIT Environmental Consultant 11568NW73rd Manor Parkland FL33076 Office: 954-344-6664 __.____._.__.___.__.__ ._._.__.__._._._._____.___.__._ UNIT 2 UNIT 2 UNIT 2 - _ - - - -- --- — - UNIT 2 UNIT 1 ---- --- - -- - - - - - -- UNIT 2 - UNIT 1 ----- -UNIT 2 I UNIT 1 _._.__... Sheet Title: Description: - - - - -- Date: 2014.08.14 1 Project #:113158 �-- - -- - - - - - -- Drawn By: Scale: AS SHOWN -- Approved By: c EOS4, /x BUILDING MATRIX s— are A1.0 UNIT 2 UNIT 2 UNIT 1. UNIT I UNIT 2 UNIT __ -_ UNIT 2 UNIT 2 UNIT 2 _ _1 UNIT 1 UNIT 1 rrxrm , 0 Description: - - - - -- Date: 2014.08.14 1 Project #:113158 �-- - -- - - - - - -- Drawn By: Scale: AS SHOWN -- Approved By: c EOS4, /x BUILDING MATRIX s— are A1.0 I Phase 2 ! Phase 1 COLLINS AVENUE Master Site Plan Phase Plan I . 0 5 lF 2s 50 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305033 -8301 Consultants: Architect: Cohen Freedman Encinosa R Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® aovmmarwo,a.�no �rwmoveanraaeam us. nwro . ueoeorer�rremre . usw� . c:vaoo®os Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 9543446664 Rev: Date: Description: E 1 2014.08.27 Response to Ciy Comments SF 2 014.08.2 Response to City Comments SF 3 4 Al 5 Sheet Title: Date: 2014.08.14 Project fl: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA, /x. Sheet Number: A1.1 Outdoor lighting standards. A. Lighting shall be designed and placed to illuminate the ground, a vehicular use area, a building, a street, or a sign. All lighting shall be concentrated on the ground, building, street, or sign 8 is intended to illuminate. Lighting which is designed to illuminate the building roof area, except for safety reasons, shall be prohibited. B. Minimum illumination. All multifamily, shopping centers and office buildings shall illuminate parking lots and pedestrian areas to a minimum maintained average of 1.0 footcandle and a maximum to minimum ratio of 12 to 1, with no area below the illumination of 0.5 footcandle. C. Maximum illumination. All lighting for parking areas, buildings and signs shall be located, screened, or shielded so that adjacent property, structures, and rights-of-way are not directly illuminated. All lighting for parking areas, buildings and signs shall either be shaded or screened In a manner that will limit spillover of lighting onto adjacent property and public dghtsof -way. Spillover shall not exceed 0.5 foolcandles measured vertically along the property line at the perimeter of the property. D. Lighting height standards. All private outdoor lighting shall be designed, located and mounted at heights no greater than: (1) Twelve feet above grade for non - cutoff type luminaries, and (2) Thirty feel above grade for cutoff type luminaries. COLLINS AVENUE 1 JL LGVGI I IQI I garage level _. 0 5 15 25 50 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Islas, FL 33160 Telephone 305933 -8301 Consultants Architect: Cohen Freedman Encinosa 8 Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® 1014EiOMYOa0UaM4Bn1e110 rplrUl�4EPGMa010f US. nfeua . w�re�rE . uewoeaer . mvr.c Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland FL 33076 Office: 954-344 -6664 As Rev: Date: Description: By: —27�-2-01408.27 Response to City Comments SP,LF, 2 2-014.-08-.29 Response to City Comments SP,LF, 3 4 A 5 Sheet Title: Date: 2014.08.14 Projact #: 113158 Drawn By: Approved By: Scale: AS SHOWN c EOSA, /x. Sheet Number: A2.0 COLLINS AVENUE 2nd Level Plan lobby level 0 S 15 25 50' Palazzo Di Acqualina Sunny Isles, Florida Owner. GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Islas, FL 33160 Telephone 305 - 933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, Fl- 33016 305.826.3999 Planners and Landscape Architect: ® :eewvpoearcwnerreno rarrv�e nnm.mi w, nrxsn . wa®vexwiamrE . uewo� . mwoo� Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Offs— 954 -344 -6664 Rev: I Date: I Description: I By: 1 014-08.2 Responseto City Comments SP,LF,P 2 014.08.29 Responseto City Comments SP,LF,P Sheet Title: 112at2.* 2014.08.14 Protect #: 113158 Drawn Bv: Scale: AS SHOWN A2.1 U 0 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Offim 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305- 933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, Fl- 33016 305.826.3999 Planners and Landscape Architect: ® 16tl EFr1UYYO8QrfV14er1e110 1OIfU1lB04E nPMiI1M �ala1 • lA'QtlkE1IWIe,TIE. IreYl ®1 . 6VRE[®a`1 Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954344 -6664 Rev: I Date: I Description: I By: 1 014.08.2 Response to City Comments SP,LF,P 2 014.08.28 Responseto City Comments SP,LF,PD Sheet Title: Date: 2014.08.14 1 Project #: 113158 Drawn By: Scale: AS SHOWN A2.2 UULLINSAVLNUt 1 y j, l%.#Ql LG V luI 1 IQI I L Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, Fl- 33016 305.826.3999 Planners and Landscape Architect: ® aIYE[IOMIOBWEWµ911E1f0 ' RR��Mr60Y£ RflO1 ®I u9A rrMNal. W!]Br /IWI6mlE.IreYln ®31. 6VRGL�tl1 Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954 -344 -6664 Rev: I Date: I Description: I By: 1 014.08.2 Response to City Comments SP,LF,P 2 014.06.25 Rwponseto City Comments SP,LF,PD Sheet Title: 4 -49 0 s IT 29 50 Date: 2014.08.14 Project #: 113158 Drawn By: I Scale: AS SHOWN e East ir>u A2.3 TOWNHOUSE LEVEL 1 LEVELS: 1ST/ LOBBY LEVEL TOWNHOUSE LEVEL 2 LEVELS: 2ND LEVEL Palazzo Di Acqualina Sunny Isles, Florida Owner. GSF Acquisition, LLC. A Delaware Limited Liability Company Development O&ee 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, Fl- 33016 305.826.3999 Planners and Landscape Architect: ® taaE90MYOBGrEVM,al1E110 1WrUVDaOYEflPM ®I Vd. NMK . UlAnME/IWISnlF . UHW 0®il . GWF1C Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland PL 33076 Office: 9543446664 Al Rev: Date: Description: By: 1 014.08.2 Response to City Comments SP,LF 2 3 4 5 Sheet Title: A Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EDS4, /x Sheet Number: A2.4 UNIT 2 3 BR. /4.5 BA. +DEN 4,365 S.F. E. TERRACE 350 S.F. W. TERRACE 675 S.F. UNIT 1 4 BR. /5.5 BA. +DEN 5,025 S.F. E. TERRACE 365 S.F. W. TERRACE 800 S.F. TYPICAL TOWER LEVEL LEVELS: 4 -49 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305 - 933 -6301 Consultants: Architect: Cohen Freedman Encinosa $ Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® 1Gf4EBOMW BPIkVtl1911E110 n]IIIM®oV £ nAO� ®I I.PA • LVIBGVEINn6:NE I)BYI na3Y! . 6YpCCeri1 Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 9543446664 Rev: Date: Description: By: 7 2014.08.21 Response to City Comments SP,LF 2 3 5 Sheet Title: 10 Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EDL% Sheet Number: A2.5 PENTHOUSE LEVEL 1 LEVELS: 50 A" FA Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development O&ce 17780 Collins Avenue Sunny Islas, FL 33160 Telephone 305-933-8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® uueaawoavenaemuo 1mnrmuvsnaa�uw re:awsrreo • u,movewua� nee . uarx ®� . awxc Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954 - 344-6664 Rev: I Date: I Descdp8on: I By: 7 P014.08.24 Response to City Comments 8P,1 F,P Sheet Title: Date: 2014.08.14 IP roject #: 113158 Drawn By: I Scale: AS SHOWN Approved By: c EDSA,1— A2.6 Al PENTHOUSE LEVEL 2 LEVELS: 51 PO O, Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Otbce 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305 -933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, Fl- 33016 305.826.3999 Planners and Landscape Architect: ® atY�E a9ovwo�e.rgerrEno WOVE an1U \ ®IIM eN11U . W<8NENWISnrE. U8W �1 . triRCC ®1 Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11566 NW 73rd Manor, Parkland FL 33076 Ofce: 954- 344 -6664 Rev: I Date: I Description: By: 1 P014.0,24 Response to City C—nls SP,LF,P Sheet Title: Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c ELtSA, A2.7 ELEVATION KEY NOTES 1. TEXTURED STUCCO FINISH 9. STEEL ENTRANCE CANOPY 2. STUCCO SCORE LINE 10. TINTED SLIDING GLASS DOOR 3. ALUMINUM GLASS RAILING IN ALUM FRAME (ESP FIN) ESP FINISH 11. CLEAR STOREFRONT GLASS 4. DECORATIVE PRECAST MOLDING IN ALUM. FRAME (ESP FIN) 5. LIGHT FIXTURES 12. RECESSED CONCRETE PANEL 6. TINTED GLASS WINDOW IN 13. ALUM. GRILLE (ESP FIN) ALUM. E ESP. FIN. 14. CONCRETE EYEBROW 7. DECORATIV FE E FENESTRATION 15. COPPER/ PATENA ROOF FINISH e. PATIO DIVIDER 16. ALUMINUM TRELLIS GLASS IN ALUMINUM FRAME SETBACK DIAGRAM (AT NORTH PROPERTY LINE) �F. ._._._ _1 X1111111111111 `� ------------------------------------------- 1�11n�. ar��rnnn 1T- r._.. � _. ..�...Y_ _... �v .... -.1 i'- -- - - - - -- -- - --- ----- --- - - - -- ------ - - - - -- - ----- - - - - -- OXLAHOMA WHEAT-BM ROASTED SESAME SEED -BM ROASTED SESAME SEED-UM BASE -gas BM Me :VA`fl,'.1' SF;YI`�". Sig -Irm' SCALE a \ ,, FAI Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® 14�EBCWVOBCILLWRaIla110 WIDWEHL1a.dim llBA A,YIfO. WU3CVEI.V]nfznlE. LrBYl �1 . INRC Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland FL 33076 Odce: 954 -344 -6664 U 074.08.2 Response to City Comments SP,LF,P 2 074.08. Response to City Comments eP,LF,P Title: Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EDSA /nc. A3.0 ELEVATION KEY NOTES 1. TEXTURED STUCCO FINISH 9. STEEL ENTRANCE CANOPY 2. STUCCO SCORE LINE 10. TINTED SLIDING GLASS DOOR 3. ALUMINUM GLASS RAILING IN ALUM FRAME (ESP FIN) ESP FINISH 11. CLEAR STOREFRONT GLASS 4. DECORATIVE PRECAST MOLDING IN ALUM. FRAME (ESP FIN) 5. LIGHT FIXTURES 12. RECESSED CONCRETE PANEL 6. TINTED GLASS WINDOW IN 13. ALUM. GRILLE (ESP FIN) ALUM. FRAME ESP. FIN. 14. CONCRETE EYEBROW 7. DECORATIVE FENESTRATION 15. COPPER/ PATENA ROOF FIMSI B. PATIO DIVIDER 16. ALUMINUM TRELLIS GLASS IN ALUMINUM FRAME 0 L Palazzo Di Acqualina Sunny Isles, Florida Owner. GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305 - 933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® aowaeaaEwaarre,m �rvuasa+e nuo.m�ra a.m.em aM4ab . vroecvexw,amrf . uewaeu, . osrac ®, Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954344-6664 Rev: I Date: I Description: I By: 1 014.08.2 Responaeto City Comments SP,LF,P 2 014.08.2 Response to City Comments ISP,l F,P Sheet Title: Date: 2014.08.14 Project if: 113158 Drawn By: Scale: AS SHOWN AW ELEVATION KEY NOTES 1. TEXTURED STUCCO FINISH 9. STEEL ENTRANCE CANOPY 2. STUCCO SCORE LINE 10. TINTED SLIDING GLASS DOOR 3. ALUMINUM GLASS RAILING IN ALUM FRAME (ESP FIN) ESP FINISH 11. CLEAR STOREFRONT GLASS 4. DECORATIVE PRECAST MOLDING IN ALUM. FRAME (ESP FIN) 5. LIGHT FIXTURES 12. RECESSED CONCRETE PANEL 6. TINTED GLASS WINDOW IN 13. ALUM. GRILLE (ESP FIN) ALUM. FRAME ESP. FIN. 14. CONCRETE EYEBROW 7. DECORATIVE FENESTRATION 15. COPPER/ PATENA ROOF FINISI 8. PATIO DIVIDER GLASS IN ALUMINUM FRAME 18. ALUMINUM TRELLIS Palazzo Di Acqualina Sunny Isles, Florida Owner. GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305-933-8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® :ea+oiwoeourwo.a . reno axru�ove wa,®,ie. n/reso . vnm�rawianuE . wawoav, . orraaoev, Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954344 -6664 Rev: Date: Description: B 1 2014.08.21 Response to City Comments SP 2 2014.08.2E Response to City Comments SP 3 4 5 Sheet Title: 1Q Date: 2014.08.14 Project#:113158 Drawn By: Scale: AS SHOWN Approved By: c EOS4, /nc Sheet Number: A3.2 ELEVATION KEY NOTES 1. TEXTURED STUCCO FINISH 9. STEEL ENTRANCE CANOPY 2. STUCCO SCORE LINE 10. TINTED SLIDING GLASS DOOR 3. ALUMINUM GLASS RAILING IN ALUM FRAME (ESP FIN) ESP FINISH 11. CLEAR STOREFRONT GLASS 4. DECORATIVE PRECAST MOLDING IN ALUM. FRAME (ESP FIN) 5. LIGHT FIXTURES 12. RECESSED CONCRETE PANEL 6. TINTED GLASS WINDOW IN 13. ALUM. GRILLE (ESP FIN) ALUM. FRAME ESP, FIN. 14. CONCRETE EYEBROW 7. DECORATIVE FENESTRATION 15. COPPER/ PATENA ROOF FINISH 6. PATIO DIVIDER GLASS IN ALUMINUM FRAME 16. ALUMINUM TRELLIS EAST ELEVATION SCALE fm U F Palazzo Di Acqualina Sunny Isles, Florida Owner. GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305- 933-8301 Consultants: Architect: architectsi Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® H1afi00/MOBCUFW0,911a110 Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954 -344 -6664 Rev: I Date: I Description: By: 1 �014.08-21 Response to City Comments SP,LF,P 2 P014.08.24 Response to City Comments SP,LF,PO Sheet Title: Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA I- A3.3 0 1 - 1 lillldullnniui�raruuut,•, talii o ' :" ' "ii�iiiiiiiiliUillili iii IIIIII 11111.111111111111111111111111 ,11 Il. 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A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305- 933-8301 Consultants: Architect: architectsi Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® H1afi00/MOBCUFW0,911a110 Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954 -344 -6664 Rev: I Date: I Description: By: 1 �014.08-21 Response to City Comments SP,LF,P 2 P014.08.24 Response to City Comments SP,LF,PO Sheet Title: Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA I- A3.3 LEVEL PH2 le+aem6IPH11 PH2 n.t UNIT 2 COOLING TOWER PHl UNIT 1 — — — — JUN E L d•500' -4➢' E E 4 ,O,H LEVEL 35 R a•,99•.m . H. •359' -8' 95, EEL A,9„• b — — n, LEVEL x.333• . :9n1LEVEL LE EL x b,u� t-EL ]T LEVEL 5 m LE E ]I9, LE EL g N LEVEL LE EL a..19, • - r n w EVEL a.ls5 a - — — Wn1 LEVEL 6n EEL rL, R,O 10 un LEVEL ti •1,9'.8' UTN LEVEL nn, LEVEL nn LE EL — — 10,HL 9rH LEVEL A,95..,m. — — a n_.m• -6 „.LEVEL 6 deem' -4' 4TM E E L-- - — — UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 — UNIT 2 — UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 — UNIT 2 — UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 r UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 mm nun 2ND f8o6L . .0 — Tolmaouse — — — — — _ UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 — UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 i UNIT 1 ' UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 '� UNIT 1 UNIT 1 i.. UNIT 1 UNIT 1 UNIT 1 - UNIT 1 UNIT 1 UNIT 1 UNIT 1 — _ — — — —. —. - - -- -- — — — — — — — — — — — — — — — — — — — — — — — _ — — — — _ _ _ _ — — — - — — — — — — — — — — — _ — — — — — _ _ _ _ _ _ _ _ _ POOL DECK =b �1 2nd LEVEL — — — — — — — — _ - -- UNIT 2 UNIT 2 2 a 2 2 2 2 2 — 2 - Sheet Title: 2 IN 2 2 Date: 2014.08.14 2 Drawn By: 2 Approved By: 2 c ED,% /nu 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 — UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 — UNIT 2 — UNIT 2 UNIT 2 UNIT 2 — UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 _ UNIT 2 UNIT 2 UNIT 2 UNIT 2 -L�B� — n RY VILLA W ESTE — CAWFRY caLLaar cwsRY 100*3Ill UNIT 1 UNIT 1 UNIT I UNIT 1 UNIT 1 UNIT 1 UNIT 1, UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 — UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT I UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT 1 UNIT I UNIT 1 UNIT 1 _ T011U80UN zxa �sysr. — _ Toreeouse 454 i�l75NYbe- —[ BUILDING MATRIX SCALE: 1/30 n 0 Palazzo Di AcquaMa Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305-933-8301 Consultants Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® eawoEwErw.a.or,ln awaeo . INOldiE/I�UE . vewo®cx . mr,co®t Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954-344 -6664 U 014.08.2i Responselo City Comments SP,LF,P 2 3 a s Sheet Title: Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c ED,% /nu Sheet Number: A4.0 TREE DISPOSITION LEGEND T. 'nil 0 V — O m � - m m M O N m r r i n f m -- n c�'c r- mW ' v a ¢ z OQ � TF, O O T F t4��-4 m N 10 CC: on co 00 190 9 m r r x o m m rn rn rn � -.rte - r —.._ ,�—_• �",'A E>! �_� - - , j UvM jO lHOlk1 'Jllflfld) EXISTING TREE EXISTING PALM EXISTING PALM EXISTING PALM TO * REFERENCE SHEET L -1.02 FOR TREE DISPOSITION LIST TO REMOVE TO REMOVE TO RELOCATE PROTECT IN PLACE 0 (9 O O 00 00 00 00 COLLINS AVENUE scale: l " =30' 0 30' W NORTH Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Dccelopmeni Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305.933 -8301 Consultants: Architect: Cohen Freedman Encinosa 8 Associates 8085 NW 155 Street, Miami Lakes, Fl- 33016 305.826.3999 Planners and Landscape Architect- ® stx[aUxwmenxevuR imam, t wql Ulio9aVE noF Itloi,BA an.sn . twn r xx>.�an>f . uswmw . mstaeatiw Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland. FL 33076 Office: 954- 344 -6664 Sheet Title: TREE DISPOSITION PLAN Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c ED-%4. hxc Sheet Number: L -1.01 Ivy � Sheet Title: TREE DISPOSITION PLAN Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c ED-%4. hxc Sheet Number: L -1.01 a1. 1 Km10w I Y I IV* 1 IV. I Qpconul TREE PROTECTION AND RELOCATION NOTES 1.1 WORK TO BE PERFORMED AND WORK INCLUDED A. Provide the following: Prepare and relocate Imes and palms designated for relocation within the project boundaries into holding areas, to include all aspects of preparation. acolimalizatkn, holding, relocation, projection, and maintenance. Protection and care of existing Imes and palms to remain within the project boundaries. 3. Installation and operation of temporary irrigation system and hand watering as required by these specifications. 4. Establishment of holding areas as necessary to support the phasing of the project. 5. Follow -up maintenance as required by these specRcal ons. 6. Labor, materials, equipment and services to complete all preparation, relocations and protection work as indicated on the drawings, as speed herein, or both. PART 11 _PRODUCTS 2.1 PLANTING SOIL MIXES A. Planting Sol Mixture A to be placed in St. Augustine sad areas, shrub and ground cover beds and in broadleaf tree pits, both new and transplanted: ' 20% Topsoil 10% Peal or Compost 70% Sand B. Planting Soil Mixture B to be placed as backrlll around the root balk of palms shall be: 90% native sand from on site or approved source 10% topsoil. 2 2 Soil Amendments P, See written specification 02920. PART III - EXECUTION 3.1 PREPARATION FOR RELOCATION OF TREES AND PALMS A Crown Pruning 1, Broadleaf Trees - All bees are to be trimmed by thinning the crown only, and of by reducing crown dimensions. Trim to conform to NAA and ISA standards, including removal of dead woad. Repair any existing injuries to trees including cavities and machinery marks. 2. Palms - Remove all seed pods and lowest fronds, leaving 9 -11 youngest fronds. For Sabal Palms only, cut back all fords in a'hurricane cut' prior to transplanting unless specified otherwise in the field by the landscape architect. B. Fertilization and Watering 1. Preparation a. All Trees and Palms Io be relocated shall be treated with wetting agents, (edit ers, root stimulants, and soil conditioners at the time of relocation. See specification 02920. b. Form and maintain an earth berm 6' high outside the proposed rot ball prior to watering and apply 3' approved mulch within saucer. Water application shall saturate the root ball to its entire depth. C. Rol Pruning 1. Watering All from and palms to be relocated are to be provided with an automatic irrigation system which provides 2 bubbler heads to each tree and palm, prior to root pruning. Fronde irrigation timer, or battery powered valve to water Imes to be relocated. Hand watering in lieu of automatic system shall not be allowed, however hand watering shall be pertormed to avoid lapses should the automatic system be inoperable for more than 24 =r and during the initial planting period as specified. 2. Barricades Barricade all existing trees and palms with six foot (61 chain link fence or other barricade approved by Own - Rod Pruning Technique -All trees shall be excavated by digging a trench 36' deep, either by hand or with a trenching machine designed for this purpose. Hand cut broadleaf tree rots after trenching to produce clean outs with no splits or teas. Trees to be root pruned shall have a minimum root ball size of 10' per l' of caliper measured at DBH to r broad leaf trees, 30' for Sabal Palms, 42' for Coconut Palms. Sepal palms shall not require rot pruning. Tiding -AII broadleaf trees are to be relocated shall be maintained for a minimum of tern (10 }make after rot pruning prior to relocation. All palms except Sabel Palms, shall bet maintained a minimum of four (4) weeks prior to relocation. TREE DISPOSITION OPALM, TO RELOCATE 00 Removed PALM, TO REMOVE 00 235 OPALM, TO PROTECT IN PLACE 00 0 TREE, TO REMOVE 00 *TREE DISPOSITION RATING (1 THROUGH 5) 1 VALUE = POOR CONDITION / INVASIVE SPECIES 5 VALUE = SPECIMEN TREE / HEALTHY 3.2 RELOCATION OF TREES AND PALMS A. Preparation - Trees and palms shall be thoroughly soaked to the full depth of the root ball dairy for seven consecutive days prior to relocation. Accurately locate positron and elevation where all trees are intended to be planted, for verification by Landscape Architect. Verity that no overhead or underground ufirdies, existing or proposed, conflict with pmposed locations. B. Digging and Handling Determine line of previous root pruning and excavate around root mass to leave area outside line of root pruning undisturbed. Digging shall be accomplished so as to produce clean cuts on all roots without leading or splitting. Trenching shall be a minimum of 48' deep. Trees shall be handled in such a way as to avoid damage to bark and limbs subject to support cables or chains. Attach padded support cables or chains at multiple points where possible. Root balk shall be undercut prior to lifting. Do not force tree from ground prior to undercutting. Ball depth to be determined upon assessing conditions at time of trenching, to keep intact the mike root ball. Trees shall be property wrapped during moving m trunks will not be scarred and damaged and to avoid broken limbs. Broken limbs or scarred Trunks shall cause tree to be unacceptable and rejected at the Owner's option. Root balls and foliage shall be kept mist during all phases of relocation. Partially backfrll tree pits with 12' of approved planting soil prior to seibng tree. This layer of soil to be thoroughly drenched prior to relocation to achieve a stable platform at the ccmecl elevation so that the lop of root ball is 1' above proposed grade. Backfilling - Flood bottom foil layer to settle tree into best position and to remove air pockets. Continue to flood root bail as planting sdi is deposited to insure removal of all air pockets. Produce saucer, to retain water per drawings. Bracing - Support tree with machinery until bracing is complete. Buttresses may support separate bunks on multiple trunk trees. Maintain braces until completion of prejecl. Irrigation - Install bubbler heads on all trees and palms. Connect each Ime's system immediately to water source. Additionally, all transplanted Imes and palms shall be hand watered daily for a period of six (6) weeks after transplanting. The irrigation system is designed for maintaining plant material only, and does not provide the volume of we ler required immediately after transplanting. Set time to run daily, to provide an equivalent of 6' of rain per week for 30 days, [hen reduce to equivalent of 3' per week. C. Holding Area A holding area shall be provided specifically designated for storage and accltmalbal on of relocated from and palms that are to be relocated in later project phases, or in the current phase. The holding area shall be of sufficient size to allow for temporary painting of Imes and palms without undue c—cling. Holding area shall be provided with a temporary automatic irrigation system, and shot '. be excavated and provided with a soil layer a minimum of 30' deep. Irrigation shall be monitored and supplemented as necessary to provide water in volumes sufficient for growth. 3.3 PROTECTION AND CARE OF EXISTING TREES AND PALMS TO REMAIN tree Mitigation I _ Removed Relocated Palms 235 5 Trees 25 0 Watering - Existing irrigation shall remain operable to the greatest extent possible during construct ton. All on site trees to remain shall be supplied with temporary irrigation to remain operable unit: permanent irrigation is operable. Existing irrigation system to be demolished may be utilized as the temporary imitalio system. Barricading - Barricade all existing trees and palms with six foot (6) chain link fence or other barricade approved by Owner. Barricades shall be installed at an offset distance two feel IT) outside the bee drip lineledge of Iro canopy to the extent practical, prior to any construction activity. Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Dccelnpmenl 011ice 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 3055-933 -6301 Consultants: I Architect: Cohen Freedman Encinosa R Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect_ ® srxaerawroeaxsvwm. �, waruuoeuus nnewasn, uw laes.sx�avo Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73n1 Manor, Parkland, FL 33076 Office: 954 -344 -6664 Sheet Tille: TREE DISPOSITION LIST AND RELOCATION NOTES Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EDSA. Inc Sheet Number: L -1.02 COMBINED PUBLIC BEACH ACCESS WALK -\ WITH ADJACENT PROPERTY BEACH ACCESS PATH ADA ACCESS RAMP BEACH SHOWERS TYP. X - LOWER LEVEL POOL - GATHERING PLAZA I FIRE FEATURE I THERAPEUTIC POOLS SYNTHETIC LAWN OBSERVATION DECK LANDSCAPE PERGOLA FEATURE POOL AND UPPER LEVEL AMENITY DECK PUBLIC BEACH ACCESS WALK BENCHES TYP. BALCONY I ROOF LINE TYP. PRIVATE AMENITY DECK COMBINED PUBLIC BEACH ACCESS WALK WITH ADJACENT PROPERTY — STABILIZED TURF /FIRE TRUCK STAGING SITE II• III it II WER TRUMPTOS /BALCONYIROOFLINE TYP. BELOW PODIUM GARAGE ACCESS ARRIVAL WATER FEATURE LIGHTING BOLLARD TYP. _ COVERED TRELLIS PARKING 115�-, STAIR/ ELEVATOR TOWER --- - - (AV SCREEN WALL N/ �v ARRIVAL ROAD DIRECTIONAL SIGNAGE 14R PUBLIC BEACH ACCESS WALK PUBLIC BEACH WALK SIGNAGE PUBLIC BUS STOP ENTRY SIGNAGE REFERENCE SHEET L-4.02 FOR DETAILS PROPERTY LINE RAILING,j' /- - . � ADJACENT PROPERTY WAIT I / i 2 r.xnen,ercu I—,> — +W PODIUM LEVEL PLANTINGSOILLAYER -- SIDE SE SETBACK AT GARAGE SECTION OCEAN AND BEACH +8.0 DUNE PLANTING �1_.i �� � _ =S �SSSi� -'_ - ' ' 7 +10.5 -00.5 -. fire � staging FIRE -� DUNE PLANTING _ i' � DTI 11 ■ i � 4 O 3• ' / 1 �+• o S ', � '."X ro; it � � .��� ?��� �.I i o3••�':'•'�� . _, ys+yy�y�� ;• Z� v.•0.,+ of y.S. = * :.; d v b & .,i v :•••'3.o.goar \ hi 1 R !•A E ..'� ?: r ..3'�. v2., � �_, 41[w3�sc!6:,�s p'J�•. . � - ' ±i�3._o. l :`.:.5• . "ID- __ -���r� :e�.'.'.3 -.S '•i� Cam: ^:v Cr:..a.� .:�::i 'Agp�i•:Oi �.�. .�:3-- ••'•s� _ I��+.G.�.�•' ICS � �� I II � v °� s:•'go:�o`��:4'�'' z?:•; ''s- ��,.�'?i �;y� w -. im — � ■ ■ o ..o`'+�✓`�otis v.+.;::�:❖'..•1+:6`%.�Sv�.3v oor:�'? .. � ■ —�■ v ?2 ■ �� ■ .� v illy ��!_ ��� a,. 3s a� / 1„• �3iy2? � � � s�',y+•,1 4 pammu +3.5 \5% —. —_ - - +10.5 +8.0 - - FOUNTAMI. .- -�� -- � 4 PUBLICAIi' Gfu E -- - -- — - -' COLLINS AVENUE PROPERTY LINE -4' WALL v -ACTNE POOL ADIACENT GRADE % •10.6 2 2 SIDE SE SETBACK SECTION ACCESS TO BAR I RESTROOMS BELOW POOL DECK \ NATIVE GRASSES By: 1 2014.08.27 Response to City Comments SE SECTION -2 2 2-014.D82G Response to Final City Comments MG 3 ACTIVE POOL AREA 4 WATER SLIDE 5 961 SE SECTION -1 LANDSCAPE PERGOLA FEATJRE POOL AMENITY DECK! -. PRIVATE AMENITY DECK BALCONY I ROOF LINE TYP. R fire slagng_ `— - _ _ I„ _. _ C.C.C.L LINE _ ;.7 +6.5 STABILIZED TURF IFIRE RUCK SETUP SITE (FIRE TRUCK I ACCESS GATE ACQUALINA RESORT AND SPA BALCONY I ROOF LINE TYR +3.5 STABILIZED TURF, TYP. -' PEDESTRIAN BRIDGE CONNECTION TO HOTEL -- 'REFERENCE SHEET L 4.02 FOR DETAIL I GARAGE ENTRY - -- - +3.5 L.. - -- Id i E STAIRI ELEVATOR TOWER ARRIVAL ROAD scale: I" = 30' \-h/ 0 39 so NORTH Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Decelopmenl 011ice 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305 -933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® slxESewwmao..AYNgeuls No � xmeuneaxs xrsnsawl LaA avrea . I.vasc.uFNanccmre . ueAVOxsaN . w»coaxsN Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954- 344 -6664 Rev: Date: Description: By: 1 2014.08.27 Response to City Comments MG 2 2-014.D82G Response to Final City Comments MG 3 4 5 Sheet Title: OVERALL HARDSCAPE PLAN Date: 2014.08.14 Project M 113158 Drawn By: Scale: AS SHOWN Approved By: c EDBA. brc Sheet Number: L -2.01 TREE LEGEND Date: Description: "REFERENCE PLANT LIST FOR SPECIFICATION J' / 'SPECIMEN TREE )- 2014.08.27 LARGE TREE ( 3tY ) CANOPYI SHADE p �Y � "COCONUT PALM CNX ( ) 'TAGS ARE ONLY SHOWN TO IDENTIFY MULTIPLE TREES WITH COMMON SYMBOL. "PLANTS ARE SPECIFICALLY IDENTIFIED ON PLAN ASA 'EVERGREEN/ CONIFER"' 'SMALL TREE MG "SEAGRAPE (CU) "SABALPALM (SPX) 'SMALL PALM PLANT REQUIRED BY SYMBOL. NOTE: SEE PLANTING PLAN AND PLANT LIST FOR LOCATION AND GENIUSISPECIES 4 CODE MEDJOOL 9 RELOCATED PLANTS ° DATE PALM (PDX) LL scale: 1" =30' 0 3a str NORTH Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Dccclnpnam 011ie 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305-933 -8301 IConsultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® xeeawwaoea.ear°,su�s no war�uue°.ue nnvas�m, uu �am nHaru . evnuvFwron<wsE . „ee,omw . nawcceuw Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954- 344 -6664 Rev: Date: Description: By: 1 2014.08.27 Response to City Comments MG 2 2014.08.29 Response to Final City Comments MG 3 4 5 Sheet Title: OVERALL TREE PLAN Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EDSA. /x Sheet Number: L -3.01 TREE LEGEND Date: *REFERENCE PLANT LIST FOR SPECIFICATION SPECIMEN TREE 'LARGE TREE (3a) CANOPY/ SHADE `` "COCONUT PALM (CNX) 'TAGS ARE ONLY SHOWN TO IDENTIFY MULTIPLE TREES WITH COMMON SYMBOL. 2 014.08.29 J MG "PLANTS ARE SPECIFICALLY IDENTIFIED ON PLAN ASA "SABALPALM SYMBOL. EVERGREEW CONIFER O "SEAGRAPE 5 (SPX) 'SMALL PALM NOTE: SEE PLANTING PLAN AND PLANT LIST FOR LOCATION AND GENIUS/SPECIES 'SMALL TREE (CU) ;y PLANT REQUIRED BY CODE .�. "MEDJOOL DATE PALM (PDX) RELOCATED PLANTS scale: 11 , 2a 0 w �l7 20, 4a NORTH Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Derelopnlent Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305-933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® sneeaowi+uea.avuo, �, aarwioanue nmsv,ssa� ia. nnarxr . wnx »n.men.e . meu+oesw . rnwneauv Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954- 344.6664 Rev: Date: Description: By: Al 014.08.2 Response to city Comments MG 2 014.08.29 Response to Final City Comments MG 3 4 5 Sheet Title: ENLARGED TREE PLAN: EAST Date: 2014.08.14 Project M 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. lnc Sheet Number: L- 3.01 -1 TREE LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION / SPECIMEN TREE XX C,—� 'LARGE TREE (3(Y) CANOPY/ SHADE ^`C�� ' COCONUT PALM (CNX) *TAGS ARE ONLY SHOWN TO IDENTIFY MULTIPLE TREES WITH COMMON SYMBOL. f J ,J "PLANTS ARE SPECIFICALLY IDENTIFIED ON PLAN AS A "SABALPALM SYMBOL. O'EVERGREEW CONIFER "SEAGRAPE ` (SPX) •SMALL PALM NOTE: SEE PLANTING PLAN AND PLANT LIST FOR LOCATION AND GENIUSISPECIES 'SMALL TREE (CU) PLANT REQUIRED BY CODE MEDJOOL RELOCATED DATE PALM (PDX) scale: l 10, 0 10 27 40' NORTH Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Dceclopmenl 011ice 17780 Collins Avenue Sunny Isles, Fl- 33160 Telephone 305-933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8065 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® xemwdnoen.evun �, wmwueaxe nce�.xmi uw rw.,_vo . i..o:c„exx nccn.e . uer+,oESar1 , wnnrrtivn+ Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland. FL 33076 Office: 954- 344 -6664 Sheet Title: ENLARGED TREE PLAN: WEST Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. /x Sheet Number: L -3.01 -2 TREE LEGEND _ * AREFERENCE PLANT LIST FOR SPECIFICATION x � t. 0 O LL scale: l " =30' e 3e 69 NORTH Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Dc' elopmcnl Offs 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® nuw.«onaaevua ,amn� sosrwmnue namrxsm us. n-wen . wosr wmlccn.� . uawoFSOV . oaw�ccmrr+ Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland. FL 33076 Office: 954- 344 -6664 Rev: Date: Description: By: 1 014.08.27 Response to City Comments MG —2z-2014.0829 Response to Final City Comments MG 3 4 5 Sheet Title: OVERALL SHRUB PLAN Date: 2014.08.14 Project M 113158 Drawn By: Scale: AS SHOWN Approved By: c EDSA. Sheet Number: L -3.02 it �`9iS'�s`,i�� o5S.P1 �.rE- .C.4'3!"B "� ��_ .I "� � ,v��ayd. � E - - r. -�[a:: 's "ca. 1•z - - •e�saGi� `Y//J11iC9:TPi1�I MISS '�E %'�� i '�Vj�8►n33'�t�en.,■ �� _. .._. �,ld, .�I •�,afN Qt,°Nf?iia;.9aV tir�iY►il�i/i /��r•J-_� %I�\ ��i��°.j. �CfT��f��P ® /. % ®ii® - �(f�i�. ,- '.� �l�7 toM,�..a�.% ®_� (♦ 'si!\ C �r � ii•3rwa.:o'�11�7i911Fa1��'�I 7 '� !'�-i. _ '7- ��•s�r:: �.�: ®�ao °•� � seern.visw.ei�.w � .b %�i •. • �i ��`iG'�l i�� !I�, ��i �� ` �11,f��� ®� •• I: npf t> �� x� /r�Vr � r "�- � r �J�a tai `— / / s,..��.�•4•��a�•p�t.4 -� � � - �o � '7 .. dm— �Y7i���1 ■I r4l- 1liia�lJ i�� ��� ��— I � � =Mal rl� Y/ eel � � _3a8S7i/ _• �ikA.� .Lir.E�. i / INNIPW Ir � "It7iI + %( ®1\1it' 1f6�7i "— �I11 aW.e ZAM OE-Q 42 � ®��If•I ® ■i■I� ® ■® O� �I I r � r •r Illy ' /j ,fire staging" LLJ Z/ Sturm t'�, I� S6uc1� ' I ZZL1. �,.,SEO 153 TOWER TWO TREE LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION i x O POM 41 cL NEE 49 PHX 27 Ng< VILLA d' ESTE , SAT 51 p 8Gw r MATC T EN EE-SHEET SHRUB LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION DUNE PLANTING DUNE GRASSES SHRUBS 76FIM 84 CAM 4 FIM = �FINY- II 4 FIM — 4 FIM -I 4 ZAM 42 C E -G ` 5' PHX f' ` 3.4Z_6S.ZON ONE —1 COU -- \' - �CHI203 TYP � ' ii r ( n T, 1 w 25, Sheet Tille: 36FIP,t FIM1 ENLARGED SHRUB PLAN: EAST Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company D— Iopnlenl o ire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone hone 305933-8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8065 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® s,zaawdnoeu.tarnr � rmrw.ae�.e nam�a Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954- 344 -6664 Rev: Date: Description: By: ,1 S 2014.08.24 Response to City Comments MG 2 014.08.2 Response to Final City Comment MG 3 5 Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. /x Sheet Number. L- 3.02 -1 scale: 1'= 20' 0 10' 2a 40 NORTH 1 r�a�it�ii"fr7 ° °.r.±�® � �- ; �•.,; > >;•'ti� � �u„7�1; v i� ' ' 1;4L H Hr t . .a,Ya � - r.9o'Q; - r j °cEs�3a s s'a v 3 3 i in_ • ;�� � �aJ°�Iid- � - Ir � "It7iI + %( ®1\1it' 1f6�7i "— �I11 aW.e ZAM OE-Q 42 � ®��If•I ® ■i■I� ® ■® O� �I I r � r •r Illy ' /j ,fire staging" LLJ Z/ Sturm t'�, I� S6uc1� ' I ZZL1. �,.,SEO 153 TOWER TWO TREE LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION i x O POM 41 cL NEE 49 PHX 27 Ng< VILLA d' ESTE , SAT 51 p 8Gw r MATC T EN EE-SHEET SHRUB LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION DUNE PLANTING DUNE GRASSES SHRUBS 76FIM 84 CAM 4 FIM = �FINY- II 4 FIM — 4 FIM -I 4 ZAM 42 C E -G ` 5' PHX f' ` 3.4Z_6S.ZON ONE —1 COU -- \' - �CHI203 TYP � ' ii r ( n T, 1 w 25, Sheet Tille: 36FIP,t FIM1 ENLARGED SHRUB PLAN: EAST Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company D— Iopnlenl o ire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone hone 305933-8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8065 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® s,zaawdnoeu.tarnr � rmrw.ae�.e nam�a Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954- 344 -6664 Rev: Date: Description: By: ,1 S 2014.08.24 Response to City Comments MG 2 014.08.2 Response to Final City Comment MG 3 5 Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. /x Sheet Number. L- 3.02 -1 scale: 1'= 20' 0 10' 2a 40 NORTH ' /j ,fire staging" LLJ Z/ Sturm t'�, I� S6uc1� ' I ZZL1. �,.,SEO 153 TOWER TWO TREE LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION i x O POM 41 cL NEE 49 PHX 27 Ng< VILLA d' ESTE , SAT 51 p 8Gw r MATC T EN EE-SHEET SHRUB LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION DUNE PLANTING DUNE GRASSES SHRUBS 76FIM 84 CAM 4 FIM = �FINY- II 4 FIM — 4 FIM -I 4 ZAM 42 C E -G ` 5' PHX f' ` 3.4Z_6S.ZON ONE —1 COU -- \' - �CHI203 TYP � ' ii r ( n T, 1 w 25, Sheet Tille: 36FIP,t FIM1 ENLARGED SHRUB PLAN: EAST Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company D— Iopnlenl o ire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone hone 305933-8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8065 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® s,zaawdnoeu.tarnr � rmrw.ae�.e nam�a Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954- 344 -6664 Rev: Date: Description: By: ,1 S 2014.08.24 Response to City Comments MG 2 014.08.2 Response to Final City Comment MG 3 5 Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. /x Sheet Number. L- 3.02 -1 scale: 1'= 20' 0 10' 2a 40 NORTH TOWER TWO TREE LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION i x O POM 41 cL NEE 49 PHX 27 Ng< VILLA d' ESTE , SAT 51 p 8Gw r MATC T EN EE-SHEET SHRUB LEGEND 'REFERENCE PLANT LIST FOR SPECIFICATION DUNE PLANTING DUNE GRASSES SHRUBS 76FIM 84 CAM 4 FIM = �FINY- II 4 FIM — 4 FIM -I 4 ZAM 42 C E -G ` 5' PHX f' ` 3.4Z_6S.ZON ONE —1 COU -- \' - �CHI203 TYP � ' ii r ( n T, 1 w 25, Sheet Tille: 36FIP,t FIM1 ENLARGED SHRUB PLAN: EAST Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company D— Iopnlenl o ire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone hone 305933-8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8065 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® s,zaawdnoeu.tarnr � rmrw.ae�.e nam�a Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Office: 954- 344 -6664 Rev: Date: Description: By: ,1 S 2014.08.24 Response to City Comments MG 2 014.08.2 Response to Final City Comment MG 3 5 Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. /x Sheet Number. L- 3.02 -1 scale: 1'= 20' 0 10' 2a 40 NORTH Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. /x Sheet Number. L- 3.02 -1 scale: 1'= 20' 0 10' 2a 40 NORTH TREE LEGEND *REFERENCE PLANT LIST FOR SPECIFICATION O SHRUB LEGEND *REFERENCE PLANT LIST FOR SPECIFICATION DUNE PLANTING DUNE GRASSES SHRUBS scale: l 10, 0 1a za 40 NORTH Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Decelopmem Otiire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305 -933 -8301 Consultants: I Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® ei:eaaww,uea.swfo. �� war u+.aears nnvu� mo, ta. ,w»a . �wox un�a:,,mw . �aorsba . oawcomw Civil Engineer: THOMAS CHECCA, P. E. Euvironmental Consultant 11568 NW 73n1 Manur, Parkland, FL 33076 Off— 954- 344 -6664 Rev: Date: Description: By: ,4S 2014.08.27 Response to City Comments MG —E-2014.0829 Response to Final City Comments MG 3 4 5 Sheet Title: ENLARGED SHRUB PLAN: WEST Date: 2014.08.14 Project #: 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. /x Sheet Number: L- 3.02 -2 GENERAL NOTES 1. All existing trees to remain and all relocated plant material shall be protected frorm damage or injury and shall be barricaded or otherwise suitably flagged and protected from injury. 2. The Contractor shall be responsible for verifying all underground utilities prior to cdigging in any area. The Contractor shall notify all necessary utility com parries 48 hours minimum prior to digging for verification of all underground utilities, irrigation and all other obstructions and coordinate with Owner's Representative prior to initiating operations. Drawings are prepared according to the best information available at the time of preparing these documents. 3. The Contractor is responsible to ensure proper watering and maintenance of new and relocated materials during the warranty period. 4. Contractor is to report any discrepancies between the construction drawings and (field conditions to the Owner immediately. 5. All landscape shall be covered 100% by an automatic irrigation system. 6. Contractor shall familiarize himself /herself with existing site conditions prior to initiating planting. All existing site furnishings, paving, landscape and othe r elements to remain shall be protected from any damage throughout all construction phases unless otfherwise noted. 7. Landscape Contractor shall coordinate all work with related contractors and with the general construction of the project in order not to impede the progress of the work( of others or the Contractor's own work. Landscape contractor shall provide schedule of his/her works two weeks in advance, beginning two weeks prior to commencing landscape trade construction. 8. Contractor shall be responsible to remove existing ground cover for all planting beds as specified prior to planting relocated material. Contractor shall be responsible to replace all portions of existing landscape and hardsca a areas damaged while completing 9 planting installation with same grass or materials species to the satisfaction of the: Owner. P 9 9 P 9. The Contractor shall bear all costs of testing of soils, amendments, etc. associated with the work and included in the specifications Prior to commencement of the landscape planting work the Contractor shall Drovide complete soil tests with recommendations for the installation area. 10. All plant material that may need to be replaced shall be in full and strict accordance to Florida No. 1 grade, according to the "Grades and Standards for Nursery Plants ", published by the Florida Department of Agriculture and Consumer Services, the project manual and /or specifications. Plant material in some cases may exceled Florida No. 1 grade in order to meet the minimum requirements for the project. 11. Landscape Contractor shall fielf stake the location of all plant material prior to initiating installation for the review and approval of the Owner and /or Landscape Architect. 12. Landscape Contractor shall field adjust location of plant material as necessary to avoid damage to all existing underground utilities and/or existing above ground element's. All changes required shall be completed at the Contractor's expense and shall be coordinated with the Owner and the Landscape Architect. 13. Any substitutions in size and /or plant material must be approved) by the Landscape Architect or Owner prior to modification of the contract, purchasing and delivery o f plants. All plants will to subject to approval by Landscape Architect and/for Owner before• planting Gan begin. All plant materials will not Include any plants (Considered to be invasive to South Florida's native plant communiilies. 14. Contractor shall refer to the landscape plantfnc details, general notes and the prroject manual and /or specifications for further and complete landscape planting instructions. 15. Landscape Contractor shall coordinate all planting work with permanent or temporary irrigation work Landscape Contractor shall be responsible for all hand watering( as required by Owner to supplement irrigation watering and rainfall. Landscape Contractor shall be responsible for hand watering in all planting areas, regardless of the status of existing or proposed irrigation. 16. Landscape Contractor shall dean the work areas at the end of each working dray. Rubbish and debris shall be collected and deposited off -site dai ly. All materials, products and equipment shall be stored in an organized fashion as directed b1y the Owner. 17. Landscape Contractor shall regrade all areas disturbed by plant removal, relocation and /or installation work. Landscape Contractor shall replace (by equal size Bind quality) any and all existing plant material disturbed or damaged by plant removal, relocation, and/or installation work. 18. Site distance concerns must be maintained for clear site visibility from thirty (30) imches to seventy - two (72) inches, tree trunks excluded as specified 19. Burlap material, wire cages, plastic straps, etc. , must be cut and removed from loop one - third (1/3) of root ball. 20. Guying / stakirg practices shall not permit nails, screws, wires etc. , to penetrate muter surface of tree or palm. Trees or Trees grown in grow bags or grow bag type material are palms rejected due to this practice shall be replaced at the Contractor's expense. 21. All planting materials shall meet or exceed Florida Grade codes. # 1 as specified in Grades and Standards for Nursery Plants and Part II, Palms and Trees, current; edition. 22. All landscape and specifications shall meet or exceed the minim um requirements as shown in the Boca Raton Municipal Code. 23. The Contractor shall not relocate or demolish any existing trees or palms on site Inefore appropriate tree relocation and clearing and grubbing permits are obtained from the City 24. The Contractor shall be responsible for the guarantee of all plant material for a peiriod of twelve (12) months from the date substantial completion. Substantial completion constitutes the beginning of guarantee period 25. All existing trees to remain that may impede construction shall be protected by installimg protective barriers around the dripline of trees. The protective barriers shall be seen easily by operators of trucks and other equipment. Protective barriers shall be constructed of sturdy materials (not flagging or ribbons) and shall be installed prior to and maintenance throughout construction and /or land development: a. Do not store or use materials or equipment within the dripline of any tree to be relocated on site unless the activity is being done to protect trees. b. Do not discharge or contaminate the soil withii the dripline of any tree to be relmcated on site with any construction materials such as paintoil, solvents, pet- roleum products;, asphalt, concrete, mortar, or other materials that may cause adverse impacts. c. Clearing of vegetation within the dripline of trees designated for preservation shall only be by hand or light rubber wheeled equipment that will not damage tree roots. d. Make no attachments, other than those of a protective and non - damaging nature, to any tree to be retained on the site. e. Do not change the natural grade above the root system within the dripline of an y tree to be retained on site unless it can be demonstrated to the City that it will not damage the tree. f. Avoid any encroachments, excavations or setere grade changes within the driplline of preserved) trees unless it can be demonstrated to the County that it will not impact any tree. 26. Plant size specifications take precedence over container size. 27. Contractor to verity quantities and report any discrepancies to Owner and /or Landscape Architect. PLANTING SPECIFICATIONS 1. The Contractor is responsible for maintaining, in full all planting areas; (including watering, P 9• P 9 ( 9 9. spraying, mulching, mowing, fertilizhg, etc.) until the job is accepted, in full, by the Owner and /or Landscape Architect. 2. All root balls shall conform to the size standards set forth in "America n Standards for MIursery Stock ". 3. All plant material shall be protected during transport and delivery to final location with shade cloth or other acceptable means of windburn preventtion. 4. All trees must be guyed or staked as shown in the details. 5. Installation- All plant material shall be installed in a sound, workman- like manner and according to accepted good planting and tree relocation procedures with the quality off plant materials as hereinafter described. All elements of landscaping shall be installed so as to meet all applicable ordinances and code requirements. 6. There shall be no chains or cables used on trees or palms. Handle with two inch (2 ") minimum width nylon straps or equal. 7. Contractor shall assure drainage and percolation of all planting pits prior to installation) of plant material. Contractor shall fill all tree pits with water before planting to assure that proper drainage and percolation is available. Correct if required to assure percolation. Contractor is responsible for replacement of all plants lost due to inadequate drain -- age conditions. 8. Contractor to request final acceptare of project in writing. If all work. is satisfactory Band complete in accordance with conditions of contract cocuments, then the Owner and this Landscape Architect shall declare the project substantially complete. 9. Contractor to replace rejected plant material within one (1) week of w fihen notice. 10. Contractor shall mulch all plant material throughout and completely to a three inch (3 ")) depth of loose, weed free Eucalyptus mulch. 11. Plant Material which is not installed at the direction of the landscape architect or ownsrwill become the property of the contractor unless it becomes relocated on site. The Contractor shall provide the owner a credit for any plant material not Installed on the site. SOIL PREPARATION AND SOIL MIX 1. All plants noted for removal shall be removed and properly disposed of off -site at contractor's expense unless otherwise noted, 2. Apply Roundup (manufactured by Monsanto Corp. cr equal.) according to manufacturer's rate and specification within limits of allareas to be planted. Protect existing plants to remain from overspray or spray within root zone Contractor to ensure total weed eradication frorm all areas to be planted. 3. Before replacing topsoil, rake subsoil surface clear cf stones (1" diameter and larger), debris, rubbish, and remaining roots from removed plant mlaterial. 4. Scarify subsoil to a depth of six inches (6 "). 5. Contractor to apply "Surfian" or equal, or approved pre- emergent herbicide in accordlance with manufacturer's rate and specifications. 6. See details for soil specifications. 7. Florida peat shall be free of deleterious materials that would be harmful to plant growith, shall be free of nematodes, shall be of uniform quality, and shall have a pH value between 5.3 and 6.5 (as determined in accordance with ASTM E70). Florida peat shall be sterilized to make free of all viable nut grass and other undesirable weeds. 8. Topsoil shall be natural, fertile, agricultural soil capable of sustaining vigorous plant growth. It shall be of uniform composition throughout, with admixture of subsoil. It shall be frees of stones, lumps, live plants an their roots, sticks, and other extraneous matter. Spread topsoil mixture to minimum depth of four inches (3 ") throughout all fawn areas and twelve inches (8 ") in all areas to be landscaped. r' SOIL PREPARATION AND SOIL MIX 9. Remove all rocks and other objects over one inches (1 ") in diameter. 10. Smooth all soil mixturs to five inches (5 ") below top of surrounding pavement edges. This allows room for 3" of mulch and 2" clear space below top of pavement. 11. Smooth topsoil mixture to two inches (2 ") below finish grade in areas to be sodded. 12. Topsoil shall not be extremely acid or alkaline, nor contain toxic substances which may be harmful to plant growth. The topsoil pH shall be in the range of pH 5.5 to 6.5. If necessary, the Contractor shall apply the appropriate soil amendments adjusting soil pH to atssure a pH rang a of 5.5 to 6.5. 13. Finish grade all topso I areas to a smooth, even surface, assuring positive drainage away/ from the structures and eliminate any low areas which may collect water. 14. Contractor shall assure percolation and drainage of all planting pits priorr to planting. Contractor will be responsibe for all plants lost due to the lac k of percolation. 15. Contractor to remove debris and excess material daily from job site. Contractor shall remove all staking of trees and palms after twelve (12) months of substantial completiron. ACQUALINA PROPOSED PLANTING LIST C 1 BS Bursem slmauba �eae.,_....._..4-- Gurbo Limbo I --------------------- 20'HLx 10S d6'CaL lAni I. SIr.Tnu&FWV SL=adxns &5n/B&B v a ss s 26 CE Concaryus xreclus Green Bubmvood y 72'HL min. xb'Spr. /3' Cd. niu&5landardRree Fam 5 CO Conocepus erectus giver Butlomrmd y 12'HLMn.x5'Sprd73' Cd.Mrd WI /Mdfi -TrWBB 52 CU Co ob,ba wgera Seagmpe y 12'Ht run. x 8' Sprd 13' Cas.MnMlalli- Tmnk/Pulse l I CU-2 Coccdoba bider, Slogans y IT Ht x 6'Spd /3' Cal. MWST! FI.eB > 6 FA Fi-Bova Strangler Fig n 15'Htx12'Sprd,V Cal. MkvST /FW/BB- to be field tagged by LA I SMALL TREES /FLOWERINGACCENT/ SMALL CANOPY SHADE TREES 36 CO Comdobs d -sikin Pigeon Plum y 12'HL x 6'Sprd /FWV B&BrMin 3'Cal 90 CR cluserosea Pitch Apple y 12'HL x 6'Sprd/ FWVB&B' Mi. 3'CW 2 ED Ebeocmpus dedpians Japaxse 13mbelry 10'14L Full to ground larval, IODGA ' as W Lgusbumjaparirmm Japomse Privet n 8'Ht. x8 'Sprd / 3' Cal) 100 GxVMLAV- hak/FUI > 24 MF Myrdanlhes has,.. Sirpsn's Stopper y e' Ht. x 8' Sprd./ 3' Ca11100 GaVFW 2 PL PSaneda V. Forigipar: y I'M. x 8'Sprd.1 3' Cali 100 G9VFu1 PALMS 165 CNX Coma mdsm'Green Many., Green Malaren Coconut n 9' CW 12 Frondsmin.1 B&B/ Heavy /Hl. Vaies(6'GVinyr 14' ht aim ' 96 PDx Phoenix dactyfifem'Megod' Medlod Date Palm n 14'Cw/Classic aAMB'Appmved Sowce/fo Be Tagged By LA.. Welched heights 72 SPX Seba palmetto Cabbage Pale. Sabot Pan y NoS-ig on mink/ Hun. CuV 50% Booted Ht. Vates(6'GW all 14' hl. min) SMALL PALM - e TfUx Thdnax radaW Florida Thatch Palm y 6'GA. Ht. / 45 GaV Nil Hd. 13 PNU Pandarws ulii Saes, Pule Q 2 n e'CW /Cessc mtAAB ,'App,..d Sowce s LEDGE, SHORT 163 ILV lie- orrineia Nana' Ds,af Yaupm H,lt, y 10'Htx IS- Sprd. /3 Gal/ 20'D.C. 2463 FIM Fimsmiaar-apa'Geenlstald' Fims Ct -nlde n 18'HLx24'Spd. /3Ga 124'O.C. SHRUB SIDAT 786 CAM Blanks)' Emerald Blanket Natal Plum y 10'HL x 24'Sprd /3 Gal 124'0.C. 207 PHX PModendrn xaudu' Xaredu PModendrm n 18 -QAJ3 Gal/ 24'O.C.!Fill TALL SH1U8/ HEDGE 1498 COE -S Cono.m,is esdii,'sedclus' Srver Bulto nl'aod y 24' Ht x 18' *J3 GeV 24' O.CJFWI 880 COE-G Cm a.a s asctus Green BuBamvoad y 24' Ht x 18' Sp.y3 Gall 24' O.C.6WI 807 OOU Comdoba wfem Sell y 24'O.A./3 Gal/30'O.C. /FWVSNub Farm 09 CUR Close maea'Nana' Owal Pilch Apple y 10'O.AJ3 Gal/ 24'O.C./RAI 61 FOS F-fiem segregala Flaida FlNet y shrub / bee. 36' o.c, kill 980 POM Podocaryus maaopi Podocarpus n 361-11'20'Spd7 Gar /FuV30'O.C. 62 POM -2 Podo -pas maophylknsx pringles Padocarpus drmf pngles n 30 M' 20' Sptl 7 Gal /Ful /24' O.C. 927 CH Chrymbdamp baco'Red Tip' Red Tp Cocopllxn y 30'.36'141 x 24' Sp lJ7 Gal/ 24' O.C. Ida JAM Jaamlxm nu ilorum Dovmy Jasmine n 24'OA 13 gal 130' O.CJFWI 271 NEO Ned=oleander Sinks' Oleander 36' htx 24' aprd77 GeV30' O.C. /Ful 571 SER Serena mpens Sax Palmetto y 24'HL x 30'Spd. /7 GW 124'O.C. /Flu 29 ZAM Za h, maitima Ca iboad Pent y 3'0A.1 7 Gal W O.C. GROUlDCOVERS We NEE Ne6hrolepis exasta Swadpem n I VGA,! 3 GWIFWV24' O.C. 1.1167 CFL Cytomiun falcatum Holly Fm n 10'O.A./3 GWFWVl8.0.C. 461 SAT Sorel Mfasdala'Moonshina' Mo.", snake plan n 24'OA13 GWJ FWV 12' O.C. See hadsmpe plan for layalt 1246 TRA TrarheloVenum asiaticm Asap Jasmine a 10' O.A. 11 Gal S' O.C. 135 LIM Libya -I Urbpa n 10'O.C. SEASONAL ANN Annual /Perrenial flowers Aand Flowers/ Permnial flowers n I2' O.A76' Pots/ 15' O.C. Appropriate Ia season and expows VINES 37 FIP Flap pride Creeping Fig n 12'14' ON3gal /24' O.C. DUNE PLANTING 540 HED Helaithus debile Ow, sanfiower y 12' O.A. 11 Gdn S' O.C. 1395 IPP Iporneapes -capme GI f y 12'0.0.. toll PAS PaspalunvagFalum Semill Paspdwn y Cedaed. Staggered panels 931 SPA Spatinapalens Bana cow Cadge. y 12'- 18 -CA/1 Gal. / Is- OC.!Ful 1301 SPB Spartma baked Sand Cadgmss y 24' OA/ 3 Gal.124'O.C. 2246 MW MuhleMxrglecaplbds Pick M^ y 1 gaL.12' o.c 1640 UNP Unbla parkAsta Sea oats y 1 gat 12' a ACCENT REX Ampis alas Lady Palm n 4'0.A. /Fill lad. 1 7 Gal rrin,/36'O.C. STIR Slielitdanegirae Bid d Pleads, n 24' CAM gAl24'O.CJ15 leaf mil Pons ASO Rosmeilm offmnals Rosemsey y Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Develnpnlenl office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933 -8301 Consultants: I Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® xaanowuneo.4a�wo, �, warw.oaaenc6nsamnpn Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NN' 73rd Manor, Parkland, FL 33076 Oficc: 954- 344 -6664 Rev: Date: Description: By: 1 2014.08.27 Response to City Commends MG 2 014.082 Updated Tree OuanBSes MG 4 5 Sheet Title: LANDSCAPE NOTES AND PLANT LIST Date: 2014.08.14 Project M 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. ft Sheet Number: L -3.03 MINIMUM CITY LANDSCAPE REQUIREMENTS § 265 -68. Minimum landscape requirements for all zoning disbicts.permanent link to thiis piece of contemt A.Tree specifications. (1)Required trees shall be of a species, which normally grow to a minimum height of 25> feet and have ai mature crown spread of not less than 20 feet with trunks, which can be maintained, witth over six feet of clear wood. Emphasis is given to the use of native species. (2)AII required trees shall have a minimum caliper or diameter at breast height (D.B.H) of three inches aind be a minimum of 12 feet in height at time of planting. A list of approved required trees is available from the Director of the Zoning, Planning and Building Department. (3)Required palms shall be a minimum of 14 feet in height and six feet: of gray wood (4)No more than 40% of all required gray wood trees shall be of a palrm species, (5)Three palm trees shall be clustered to equal one required tree. The three palm trees: in the cluster sh all be of differing heights, with a minimun three -foot stagger between adjacent palms, but„ in no case smaller than 14 feet in height. Roystonea sp. (Royal Palm) and Phoenix sp. (Date Palm) may have matching heights. (6)It is prohibited to paint the trunks of trees or palms B.Other plant material specifications. (1)Shrubs and hedges: Shall be of a self - supporting, woody, evergreen species and sh all be a minimurm of two feet in height at time of planting. Hedges shall be planted and maintained so as tto form a continuous, solid visual screen, of net less than three feet in height, within one year of Iplanfing. Spacing of plants shall be no more than 24 inches on center. Double staggered rows may be required in some areas. (2)Ground covers: May be used in lieu of grass. Ground covers shall present a finishadl appearance andl reasonably complete coverage at time of planting. (3)Lawn grass: Shall be St. Augustine'Floratam' solic sod, or other lawn type, as approwed by the Director, reasonably free of insects and noxious weedls. (4)Quality: Plant material shall compy with required inspections, grading standards and plant regulations as set forth by the Florida Department of Agriculture's "Grades and Standards of Nursery Plants. Part I", latest revisions, and "Grades and Standards for Nursery Plants, Part II for Palms and Trees ", or with superseding standards called for in tiese specifications. Plants shall conform to Floridan No. 1 or better regarding: (a)Shape and form. (b)Health and vitality. (c)Condidon of foliage- (d)Root system. (e)Free from pest and mechanical damaged. (OHeavily brancied and with dense foliage. (5)Mulch: All exposed soil areas in planting beds, including hedgerows, shall be ke pt weed free, ands mulched to a minimum three -inch depth (excluding seasonal color beds). Mulch should) be replenished, as needed, to meet this requirement. The use of shredded and composted Melaleuca, grade B mulch is encouraged. (6)Vines: Shall be not less than 24 inches in hetgit at time of planting and may be tused in conjunction with fences or walls Where required, support vines with a trellis or other suitable support system that allows the vines to crow to the top of the fences or wailis. C.Installation. (1)Planting methods. All plant material shall be installed following accepted planting procedures as defined by the American Association of Nurserymen and The Florida Nurserymen and Growers Association. (2)Curbing. Landscaped areas, walls, structures, and walks shall require protectioni from the encroachment or overhang of vehicles. A continuous concrete curbing not less than six; inches in height:, shall be installed to prevent such encroachment. (3)Existing plant credit. In instances where healthy plant material exists on site (pairticularly native o -r xeriscape species), the Director or designee may adjust the requirements of this article! to allow credit four such plant material 'f, in his opinion, such an adjustment is in keeping with and will preserve the intent oif this article. (4)Permit requirements. A landscape pe-mlt will be required prior to installation. D.Irrigation. All newly landscaped areas shall be provided with a fully automatic undergrournd irrigation sysl(em that provides 100 percent coverage to all landscaped areas, except on single - family dwelling amd duplexes. Th(e irrigation system should be designed to provide only the required water to sustain viable plant imaterial. The use of a porous, pipe subsurface irrigation system that requires low water volume and pressure is encouraged when adjacent to vehicular roadway areas. (1)The operation of an Irrigation system during periods of heavy rainfall is prohibited and sthall conform to standards and regulations as established by the South Florida Water Management District. Irrigation controllers: shall be switched to manual operation during periods of increased rainfall. Use of min gauge sensors is required. (2)For purposes of water conservation and good horticultural practice, sprinkler heads img ating lawns or of her high water demand landscape areas shall be circuited so that they are on a separate zone andl schedules from those irrigating trees, shrubbery or other reduced water requirement areas. (3)Landscape irrigation systems shall be designed so that, to the greatest extent practical, water being app lied to nonpervious areas is eliminated. (4)Use of nonpotable water for use in the irrigation of lawn and plant material is required when determined do be available. (5)Existing developed properties, which receive three or more code violations in a 12 -month period for landscaping which in the opinion of the City are attributable, wholly or partially, to lack of propeu watering shall be required to install an irrigation system. (Ord. No. 2011 -361, § 1, 3 -17 -2011) Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Deeclop ncni 00ire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 306933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- raarw.oenuenr�moi iu. re:es.sx.�no Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73,d Manur, Parkland, FL 33076 Offi— 954 -344 -6664 rr � 09_ 6' -0' MIN 5 l GROUNDCOVER IRRIGATION PIPE SEE SEE PLANTING PLAN' IRRIGATION PLAN FOR 3" MULCH BED SEE SPECS LOCATION ( 12' DIAMETER ROOF DRAIN .mom SEE EDGE CONDITION FOR DETAIL 2% MAX SLOPE SEE PLAN FOR EDGE CONDITION n SOIL SEPARATOR DRAINAGE\ PMTERIAL 3;4' THICK z _ � 1 SLIGHTWEIGHT SPECIFIED SOIL MIX' ( 4' RIGID PVC DRAIN PIPE REDUCER _ — 4" PERFORATED DRAIN PIPE WITH FILTER SOCK IT DIAMETER ROOF DRAIN 2% SLOPE { S LOW SILHOUETTE DOME (TYP.) !( STRUCTURALSLAB Z SEE STRUCTURAL & ARCH. I DRAWINGS. S / 8' ) ))) DRAIN PENETRATION IN 1 STRUCTURAL SLAB PLANS y OR WATER PROOF BARRIER SEE PARKING GARAGE BELOW 1 ARCH. DRAWINGS 5 � t S S 1 -I PLANTER ON STRUCTURE i S I SECTION NTS 1 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Deeclop ncni 00ire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 306933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- raarw.oenuenr�moi iu. re:es.sx.�no Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73,d Manur, Parkland, FL 33076 Offi— 954 -344 -6664 Sheet Title: LANDSCAPE NOTES AND PLANT LIST Date: 2014.08.14 Project * 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. brc Sheet Number: L -3.04 rr � 09_ Sheet Title: LANDSCAPE NOTES AND PLANT LIST Date: 2014.08.14 Project * 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. brc Sheet Number: L -3.04 a AVENUE architectsl= 0 �+kc'- _, r' is PROPOSED ENTRANCE WATER FEATURE CHARACTER ILLUSTRATIVE y�,� • -vim � spoil s� �° 4 � a0 Qv v 4 IGNAGE WALL autz 4� sl e t Q c s o'tz- 78'0" SQ. TOTAL SIGNAGE AREA 12"HT. RAISED METAL LETTERS (GOLD LEAF) PINNED TO WALL LETTER FONT TO MATCH EXISTING ACQUALINA SIGN �v ) *n k (I,-- NOTE: PEDESTRIAN BRIDGE CONNECTION SHALL INCREASE PEDESTRIAN ACCESSIBILITY TO RECREATIONAL FACILITIES THAT ARE SHARED BETWEEN THE OWNERS OF THE ADJACENT LOTS. THE BRIDGE SHALL FUNCTION AS PART OF THE INTEGRATED DESIGN WITH THE BUILDINGS ON THE ADJACENT LOTS. i MINIMUM BRIDGE CLEARANCE: +16.5FT ; TO ACQUALINA scale: 1" =10' PEDESTRIAN BRIDGE CONNECTION 0 f0' 20' PROPOSED ENTRY ELEVATION L - - - - - - J scale: 1" = 20' 0 10 20 40' Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Derelnpmem Oilice 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305 -933 -8301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect- ® sueeaav�meaxsvum, �, wrtru+.vearF. ncvnr3.v, uw Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11566 NW 73n1 Manor, Parkland, FL 33076 Office: 954 - 3446664 Rev: Date: Description: By: 1 2014.08.27 Response to City Comments MG 2 2014.08.2c Revised Rendering, MG 0 4 5 Sheet Title: PROPOSED ENTRANCE ILLUSTRATIVE Date: 2014.08.14 Project M 113158 Drawn By: Scale: AS SHOWN Approved By: c EOSA. /x Sheet Number: L -4.02 A-►t-AN-riic C30MAN z 0 cc F X o GRAPHIC SCALE Cjln! --------------------- --- ■ -------- - --- --- r-) ILL - TL_ �1_ U_ 9 r JOIN Owner. ifli GSF Acquisition, LLC. • ■ 11 'Iji A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Wes, FL �UFI. 111 rr I_r. now SIM VI .1.11UL I Jv r ----------------- 7895 2ZN a gun "ORY W: --- W-LjiLDING !H. TRUMP INTERNATIONAL HOTEL i IP ll I" E-mv 01—Y Consultants: Architect: Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® . avNVO RnM ®wtta Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Mawr, Parklan(l• FL 33076 Office: 954-344-6664 - - - - ------ - - - - -- -42.8 49.7 REPLACEEXWING 1 IS W CURB Description: - - — - - - - - - DWG. No.: 3014-029 _0/13114 .$EDPERCMOOMMENTS R AND SIDEWALK PER FOOT INGO(ES 311 08/27114 8.7 8.0 N.y -M mff REPLACE EXISTINQ 16.* — ST 0 N 70-T DRIVEWAY PER F.D.O.T. INDEX 51,, 53.1 T_ NO 122-V CURB &dUTr R AN 11 10, 261�_ - - - - - - _E R F.D.O.T. [WDEX%300&310 40.9 SIDEWALK PER F.D. O.T. INDEXES SIC - - - - - - - — - - - - - xg CRW - _- _- _ -_B_ o TALLNEWCURS t -OMMIR AND REPLACE COLLINS AVENUE -- =- - - -- -- - - --- - -x2 - &jT11a -a;M _KT 76.. 41.9 65.21 o SIDEWALK LERFOO.T. INDFXE330D&31D ,D A, SIDEWALK PER F D.O.T I STATE FTOAD REMOVE Erb 1WA1, No r C&ZL STRUCT NEW o.7 4L Z 3S 198y INDD(ES 11. INDEXES "A A-1-AT_ am f�T DR x 515 Rev: Date: Description: By: DWG. No.: 3014-029 _0/13114 .$EDPERCMOOMMENTS REP 08/27114 REVISED PER CITY'S COMMENTS REP 09102114 LJPDATEDSITEKAJN REP Rpmv� WAY) SIT 2&T W4' —e= ler EssbM E*tk,, Sheet Title: D-.W ADJACENT 1$ F4 r DRIVEWAY PLAN --- ----- --- iL I. •. - ` '�` sl - - :•,. .. >< - _ - I 11 I I — — If jr 4f it I` ltI j iL IYF III V i lip __j L U t• AERIAL D 12 - . -1 q , Date: 06124/2014 —TPrj,,l# 140081 Drawn By: REP I Scale: AS SHOWN DWG. No.: 3014-029 ICAD 9: 140081-SP1 , EVSA ft, Sheet Number: C-1 THOMAS CHECCA P.E. FLA. REG. NO. 24616 (CIVIL) Cl )" \ No. 1 - NORTHEAST CORNER NORTH TOWER GROUND LEVEL No. 2 - NORTHWEST CORNER NORTH TOWER GROUND LEVEL No. 3 - SOUTHWEST CORNER NORTH TOWER PODIUM LEVEL No. 4 - CLUBHOUSE PODIUM LEVEL No. 5 - NORTHWEST CORNER SOUTH TOWER PODIUM LEVEL No. 6 - SOUTHWEST / SOUTH TOWER GROUND LEVEL No. 7 - SOUTHEAST CORNER SOUTH TOWER GROUND LEVEL GRAPHIC SCALE mw reer ) z 0 F = � 1 O N W ry U W m z O Q z W Lu z a- G D iY ATLANTIC OCEAN �I��, • I-In nn � j frliir.�I ■tom III iIA { � I � ■ o ■ � I I I , TAKING GARAGE o o TOTAL J17, I'll,! 1 ■ 2 I II I i I I I I I I I I I I I I I I I I I I 1 I I ' 1 I ' I i I �>Z Szm a NIA W I � y I ` i I I I � ° "iJrx� ii e 11 r: II A Z' VJ g 0" O n 2 IL el 11 Q A II II 1 A 3 LLB n A rF == A' A �ir;.,rall = =�J A II II 66 II rr ��r..,bv A II II #17875 & 17885 ACCZUALINA PARKING I M LTI-S ORY GARAGE LJ LJ - - -1. - - _ - iN I V1 W I ° TiH 08/13/14 REVISED PER CfrY'3 COMMENTS 11 I 01 „ �'I III II III II III J 08/27 114 REVISED PER CRY'S COMMENTS �I IIFJ y, I l 09/02/14 uPDATFD SIZE PIAN REP 177 I I I I I I I I I F-�,v�'I Collins Avenue (State Road A -1 -A) a ' / 1 `j '► Y I V I I b > I I I I ��111 I I 'I It I'+ i IH II 1 1 \I — I II = I I AI +� 11 d l III QD ti, II II II �I 1 I II /mlIl r II I 1111 I it b 1 v I 11 II L- sa=ves,_ — — --- — _�_ — _ 0 II , II II II - - -- n1 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development 1MICe 17780 Collins Avenue Sunny tales, FL 33160 Telephone 3059334MI Consultants: Architect Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: . wnaxe . uawo� . mrr.n®w Civil Engineer: THOMAS CIIECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parklan4 PL 33076 Office: 954- 341L664 Rev: Date: Description: By: 1 08/13/14 REVISED PER CfrY'3 COMMENTS REP 2 08/27 114 REVISED PER CRY'S COMMENTS REP 3 09/02/14 uPDATFD SIZE PIAN REP 4 5 Sheet Title: LOWER LEVEL FIRELANE EXHIBIT Date: 06124/2014 Project #:140081 Drawn By: REP Scale: 1" = 30' DWG.No.:3014 -029 CAD #:140081SP -FL c EDSA Inc. Sheet Number: C -4 THOMAS CHECCA P.E. FLA. REG. NO. 24616 (CIVIL) ATLANTIC OCEAN t! i -11-6 nr 1 rl 111 11 It aI• ■ n� . �, � I i�I I. 1 � �� ■ � � II II[ I•IAlll III, Ii1111i17�IP -777 Ind VIII 1.1 I �I Itlllll�ll�� -1 1 �I �� I II ���� II�II I�il �III.1 II 11 Oj�lliI it 13191 aw I II I II I I I I I I I I I I II I Palk el 1 J f \ \� I \ I i I I I j II it n II = II III II IL -a 9' i u it J 0 6 u II u 0 0 O 11 0 0 U d fl s LLi upp,, i5 B f IQ II I JI _ II CET. I n ,,_ 1 Ilp _ a Ilg B G B 1 /VI /`i \J 9 A II fl `1 o JJ 1 n #17875 & 17885 ACQUALINA PARKING MULTI -STORY GARAGE BUILDING r_1 L ❑ W J 0 00 El =a It lF= 1 p u air yh fill, +iu 411 r u II II II11 11 J1 Oollins Avenue (State Road A -1 -A) 1_4 = REVERSE PATH O, , , ve•vr , , , .v i I I s se — ____— _ —�_-r •-- ~__ ~° °_------ = FORWARDPATH nro� I \ =--- _--- - - - - -- b b I — GRAPHIC SCALE b b I (w ee 1 mac = o I n _` I Y. J - -_ -- ,,2 �- - - - -_� �_---- ----------- -- - - - -- - - --- _° -° -_ -- - - -- z O K F S u 11,11 �Id Ix � i 1 nl 00 111 9 II P i i 11 ----------------- i to i II V ul I II 1 11 11 = II II Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305 -933 MI Consultants: Architect: o- By: 1 08/13/14 REVISED PER CRY'S COMMENTS REP Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: 3 09/02/14 Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland PL 33076 Office: 954 - 344!6664 Rev: Date: Description: By: 1 08/13/14 REVISED PER CRY'S COMMENTS REP 2 08/27 /14 REVISED PER CRY'S COMMENTS REP 3 09/02/14 UPDATED SITE PLAN REP 4 5 Sheet Title: LOADING AREA & WB-62 PATHS NORTH ENTRY SOUTH EXIT Dale: 06/24/2014 Project #:140081 Drawn By: REP Scale: 1" = 30' DWG. No.: 3014 -029 CAD #: 140081 SP -FL I E05A/ c. Sheet Number: C -5 THOMAS CHECCA P.E. F, REG. NO 24616 (CIVIL) � 1 0' Ll1 Q Ill m Q z 0 Q Z W W Z_ DN ry I— = REVERSE PATH 8 EXIT = FORWARD PATH GRAPHIC SCALE ZOccI – = I I ATLANTIC OCEAN I � I L I ° ° IM F 13 o� p - -- ❑ �°0O F-1 - -� PARKING GARAGE 418 TOTAL PARKING SPACES 167 REGULAR+ 209 LIFTSr42TANDEM I D I � I I - I I u ii – =11 WJ L I ❑I s5 0 I e ZJ " ❑ I A f -0 u °pp (g o O a 1 N Y 1 I I A Z d I 1 A 0 o a 7�- 1 I A < MUM LL 7 I 1q1 eJ A l 1111 1 I H ) 7� 0 A I 1111 11 I I 1 i 0 A II y All II 1 pl dl- =JJnan A II 1 II II. II I A 0 Vrna &.ny n j LL _JJ -t }.. F- - I I I RR�QRRR�RR�RR�RR�RtR�ItRtC0.� � � -_ A ,61 p � S R 3 R I j � 5 T \17ui2i7.ii2%.ii...... T�iiii`Zi #17875 & 17885 I � ACG2UALINA PARKING M BUILDINGRY I GARAGE I � � I Fri ILL � v�vm12L\iv ' JJ P 9 6 v`A L J rJiIII��,��"l y n�\w�vm� snvmv�l ii as\ A 11 III II II A II I 11 - I ELE-L-11 i yy I IIIr �&I I i n s Avenue (State Road A -1 -A) < — — I I T I b I I — — I b b II 1 - _-- 1 -____ /rr= = = = =__ II i 91 � lit I III p fS � 1 1 111 80 +1Po 1 X11 II -- II �i Ii r II+ I 1111 lu a - - -- ill 1 v ul it 1 11 11 I II 11 b AI Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware United Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933.8301 Consultants: Architect WE arch t ects Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: e.� Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland FL 33076 Office : 954- 344.6664 Rev: Dale: Description: By: 1 08113114 REVISED PER CITY'S COMMENTS REP 2 0827114 REVISED PER CITY"S COMMENTS REP 3 09/02114 IIPDATED SRE PLAN REP 5 Sheet Title: LOADING AREA & WB -62 PATHS NORTH ENTRY & EXIT Date: 06/24/2014 Project M 140081 Drawn By: REP Scale: 1" = 30' DWG. No.: 3014 -029 CAD #: 140081SP -FL c EDSA c. Sheet Number: C -6 THOMAS CHECCA P. FLA. REG. NO. 24616 (CIVIL) �E I O r0 w UQ m Q z O Q Z 1% w r z cLL G �Ny Illy I ATLANTIC OCEAN 1111�i I ®II� �I �I �1LJ ® rl 1■ %I t0 ;;iii. '��l�i�i. �'�' �' �' � ■ �` i= "I'JII,II'lll�l ��lll,ll'il'I II,III'I'lll�llmll'_ 1' l' II' I' IIII I II� I I I i i I � I n � R II ii O a n E: WO II =il IL O I ii ❑ LJ I a. n p n n a 0 Ilia ii ii N go LL Z LL LLB II JF4 �L_us all 1 II V �7 II P' 1 ® all -. ,IIII II 9 'I 1 e 1 ILII II p li p II �� e 4 , II II JI II lip II I p dd II 1 1 I ILII IIII II II II A III — =JJ II 1 1 II II II II II a II 11 II p III II LL =JJ II II p II 1 11 P.c.RU,.RCC•�� e 1 II L _ _ _ J II A �I fl Ir - -J L�l a 11 II II 1 I II II�III I I `�RtRRtRRIRR�RRR�RIRRIRRIRRtR u - 0 %% � �i l\ _ \ 1 II� .4nnnuri c #17875 & 17885 ACQUALI NA PARKING MULTI-STORY GARAGE Vill 1 r-1 LJ i III 1\ 1 I IIi1 I 11 I iI 11 � 11 0 — Collins Avenue (State Road A -1 -A) — — — — — — — — — - - --- — L•I jet � — — — a •.� 0 , �, i �� s, _ L - - - -- -gym= __- - -_ - _ ~- -_ - - -_ Vie= - -- < = REVERSE PATH ------------- =FORWARD PATH I GRAPHIC SCALE b o x ca =may 1-- __1 - - - -- --------------- _= � Tk\ _ 1 _ _ Ii i P IIIJ ay d �g� � I a1 Y I Ie ,y P 9 I I s ZOlYF= l i 1111 0 11 1 °II OD II i 11 11 a { - q I Ali I� I P H I I m f---- -------------1 II t - -- I v %I r II 1 ii u 1 11 dh 11 ii 1 ii I � — � _ ii {+ —• 1 �hmmmora.RmmR� I II I I in - -- Palazzo Di Acqualina Sunny Isles, Florida Owner. GSF Acquisition, LLC. A Delaware Limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933 -8301 Consultants: Architect. Description: By: 7 08113/14 REVISED PER CRY'S COMMENTS REP Cohen Freedman Enclnosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: �rinuemennra� uan w.xen . vweoverm.r�ru+E . uswo®w . uw.or®w 09/02/14 Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 Ouicc: 953 - 344 -6663 Rev: Date: Description: By: 7 08113/14 REVISED PER CRY'S COMMENTS REP 2 08/27 114 REVISED PER CITY'S COMMENTS REP 3 09/02/14 uPDATF:D SIZE PUN REP 4 5 Sheet Title: LOADING AREA & WB -62 PATHS SOUTH ENTRY & EXIT Date: 06/24/2014 1 Project #: 140081 Drawn By: REP FEE' = 30' DWG. No.:3014 -029 CAD #:140081SP -FL c EOSA Inc. Sheet Number: C -7 THOMAS CHECCA P.E- FLA. RED. NO. 24616 (CIVIL) I6 Im I i7 m T L7 -PIPE LOCATION PER PLAN a" y; s. °P l7 90' 3• VENT z FROM ORNNACE WELL & 316 SSi HARDWARE i OIL INTERCEPTOR CLOTH W/ COMPANION b DI WALL PIPE FLEDGE (? FINISHED GRADE -. INLET PIPE OPENING -/ (TOP SLAB NOT SHOWN) - PIPE LOCATION PER PLAN f aL�i$I aa, RIM AND COVER MARKED 'STORM SEWER' PLAN 171. W� U.S.F. No. 679AZ, (OR APPROVED EQUAL) U.S.F. N.. 3104 (OR APPROVED EQUAL) TOP SLAB 1 1 e'•17 VENT A DEPTH AT WHICH THE GROUND WATER CONTAINS NOT IN \\ OKNIM •� ILL LESS THAN 10,000 P.P.M. TOTAL. DISSOLVED SOLIDS. WON 04 BARS O 12' VERT. + EACH WAY (MIN.) z. PIK LOCATION PER PLAN HELEV.R•K• RMIMIHELEV.R•J' —( 10.0 FEET' eeioWTMrrEIE �noM.EXIENWEIL C1NC. PLUMBING PLANS y; s. °P l7 90' 3• VENT z FROM ORNNACE WELL & 316 SSi HARDWARE i OIL INTERCEPTOR CLOTH W/ COMPANION b DI WALL PIPE FLEDGE (? FINISHED GRADE -. CASING TOP WITH EACH W (MIN.) BAR SCREEN CASING TOP (SEE NO1E ill) Euv. +zsebA TANK TOP ELEV. ( +)8.83 Min. ELEV. VARIES - SEE CHART 3. 0 VENT PIPE LOCATION W IN BAFFLE PER PUN $ b mI 6 3 'IwFE W WIM L z' y t5 SIRS. 10• C -C MV. ELEv. 3• FACH WAY (MIN.) VARIES .�. ' � SEE CHART a r u n U TANK BOTTOM ELEV. VARIES - SEE CHART U.. 24- _ t6 84R5 >6 C -C... TYp. EACH WAY (MIN.) GROUT 115 B WAY LM C- SAIL SECTION TYPICAL DE N.T.S. INLET PIPE OPENING -/ (TOP SLAB NOT SHOWN) - PIPE LOCATION PER PLAN SUB 10' THICK SLAa RENT. 06 O 6' C -C ADDITIONAL BARS EA. WAY RIM AND COVER MARKED 'STORM SEWER' PLAN 2' TIROUGHOUT CL. FROM RIM AND COVER MARKED 'STORM SEWER' BOTTOM GENERAL NOTES, - U.S.F. No. 679AZ, (OR APPROVED EQUAL) U.S.F. N.. 3104 (OR APPROVED EQUAL) TOP SLAB 1. ME DRAINAGE WELL CASING SHALL BE MENDED TO 1 BY CONTRACTOR e'•17 S A DEPTH AT WHICH THE GROUND WATER CONTAINS NOT CHECK VALVE, I 4W 1T4Y i. LESS THAN 10,000 P.P.M. TOTAL. DISSOLVED SOLIDS. ��looeoo 04 BARS O 12' VERT. + ___!_-_. 3' z. PLANS 12' INRUENT LINE SIZE PER HELEV.R•K• RMIMIHELEV.R•J' —( 10.0 FEET' eeioWTMrrEIE �noM.EXIENWEIL C1NC. PLUMBING PLANS RMIM FINISHED GRADE M EACH OF THE WELLS SHALL BE DEVELOPED TO IF GARAGE LOWEST F.F. E1F/. 8' / DISCHARGE _U@@- C.P.M. PER FOOT OF HEAD. i Ix. •/ I O EA OExLmm / / Lfill =p =pLLL 4. TANK AND COVER SHA1L BE MARKED 'STORM SEWER- PER U.S.F. N.. 310& & 679AZ (OR APPROVED EQUAL) 3. FOR TANK _ _ _ _- {_ NOTE; 5. ALL CONCRETE SHALL BE 4,000 P.S.I. AT 28 GAYS. 16 BMt6 8' C -t LADDER BARS SHALL BE INSTALLED IN BOXES 19 IN DEPTH OR GREATER PER (SD 4.8), s. ALL REINFORCING — BE AS.T.M. A -36. Z CASING TOP WITH EACH W (MIN.) BAR SCREEN CASING TOP (SEE NO1E ill) Euv. +zsebA TANK TOP ELEV. ( +)8.83 Min. ELEV. VARIES - SEE CHART 3. 0 VENT PIPE LOCATION W IN BAFFLE PER PUN $ b mI 6 3 'IwFE W WIM L z' y t5 SIRS. 10• C -C MV. ELEv. 3• FACH WAY (MIN.) VARIES .�. ' � SEE CHART a r u n U TANK BOTTOM ELEV. VARIES - SEE CHART U.. 24- _ t6 84R5 >6 C -C... TYp. EACH WAY (MIN.) GROUT 115 B WAY LM C- SAIL SECTION TYPICAL DE N.T.S. 6' PRECAST BAFFLE GROUTED � IMO PREFORMED' KEIWAT ` - - - -�3• VENT FOR TANK ROUTED IN PIPE OPENI \ E__ - - -- BACK TO GARAGE FACE AR REWIRED INLET PIPE OPENINO1 AS REQUIRED 1 1 Mj LMI�% _ INLET PIPE OPENING -/ (TOP SLAB NOT SHOWN) - M EQ REQUIRED 1 RING AND COVER PER RING AND COVER PER (USF 310 -A), STORM LETTERING REO'0. (USF 310 -A), STORM L.=.+ LETTERING REO'D. 0827114 RIM ELEV. BRICK TO GRADE 05 EMS O 6- D.C... EW. (+)8.70f 1 BY CONTRACTOR 4 S I CHECK VALVE, -II- ��looeoo 04 BARS O 12' VERT. + ___!_-_. 3' PLANS 12' INRUENT LINE SIZE PER UAL EL �00000 PLUMBING PLANS IF GARAGE LOWEST F.F. E1F/. 8' �ollllvolllvo, ��eoeve ��leleooe Io�0000lle ©�oleoeo 6' PRECAST BAFFLE GROUTED � IMO PREFORMED' KEIWAT ` - - - -�3• VENT FOR TANK ROUTED IN PIPE OPENI \ E__ - - -- BACK TO GARAGE FACE AR REWIRED INLET PIPE OPENINO1 AS REQUIRED 1 1 Mj LMI�% _ IS AT +6.00 OR BELOW A SUMP PUMP IS REQUIRED. 15 BAR O 8. O.C. HOOKED ONE END NOTES: (MIN. OF 750 GALLONS) CONSTRUCTION OF OIL INTERCEPTOR SNAL MEET ME FLORIDA BUILDING CODE DESIGN CONSTRUCTION AND SPECIFICATIONS. \-OULET PIPE OPENING AS REWIRED PLAN INLET PIPE OPENING -/ (TOP SLAB NOT SHOWN) - M EQ REQUIRED 1 RING AND COVER PER RING AND COVER PER (USF 310 -A), STORM LETTERING REO'0. (USF 310 -A), STORM L.=.+ LETTERING REO'D. 0827114 RIM ELEV. BRICK TO GRADE 05 EMS O 6- D.C... EW. (+)8.70f 1 BY CONTRACTOR 4 S I CHECK VALVE, -II- REFER TO MECHANICAL 04 BARS O 12' VERT. + ___!_-_. 3' PLANS 12' INRUENT LINE SIZE PER UAL EL PLUMBING PLANS IF GARAGE LOWEST F.F. E1F/. 8' IS AT +6.00 OR BELOW A SUMP PUMP IS REQUIRED. 15 BAR O 8. O.C. HOOKED ONE END NOTES: (MIN. OF 750 GALLONS) CONSTRUCTION OF OIL INTERCEPTOR SNAL MEET ME FLORIDA BUILDING CODE DESIGN CONSTRUCTION AND SPECIFICATIONS. \-OULET PIPE OPENING AS REWIRED PLAN I II I (TOP SLAB NOT SHOWN) - 1 n( 1 L RING AND COVER PER REP (USF 310 -A), STORM L.=.+ LETTERING REO'D. 0827114 RIM ELEV. RIM REV. ( +)8.]0Y 4' CIFAN OUT ( +)8.503 BRICK TO GRADE 3 09/02114 1 BY CONTRACTOR REP 4 3' VENT FOR TANK 04 BARS O 12' VERT. + IN g4FTLE r 3' 14 EARS O 6' HORIZ. 4' 45' BEND u, - (.)1.84 1 112'x4• U ITN. 0. 0.1 - 6 12' P.V.C. OURET VARIES PER PLAN VARIES PER PLAN " FOR PERFORATED C.M.P., PIPE JOINTS ME TO BE /5 BARS O 12' O.C.E.W. BANDED. BUT NO GMKET ]' -6• WALLS & BOTTOM POURED MONOLITHIC O 28 DAYS, TYPE 11 CEMENT B� OTTO 60, — MESH CIE 65 M 3E ( -)15 NOTES 1. PLASTIC R IT FABRIC PER F.O.O.T. STANDARD INDEX 0199 (TYPE 0 -3 FOR FRENCH OWN) Slwl BE USED AT EACH SIDE AND ON TOP. AND AT EACH END OF FRENCH DRAIN TRENCH. SHOP SPECS. AND A SAMPLE OF THE MATERIAL SHALL BE SUBMITTED TO THE ENGINEER FOR MPROVAL PRIOR TO ORDERING AND INSTALLING THE FABRIC. 2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE AT DEY. T -11_90 N.G.V.D. UNLESS OTHERWISE SHOWN 3. AFTER THE BALLAST ROCK HAS BEEN PULED TO THE PROPER ELEVATION IT SHALL BE CAREFULLY VIBRATED OR COMPACTED IN ORDER TO ALLOW FOR INITIAL SETREMENT THAT MAY OCCUR. IF IT GOES TAKE PLACE. ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE BALLAST ROCK TO THE PROPER ELEVATION SO THAT THE IXFuMXTION TRENCH CM BE WMPLETEO IN ACCORDANCE WIN THE DETAIL. TYPICAL SECTION OIL INTERCEPTOR and EXFILTRATION TRENCH DETAIL N.T.S. FINISHED GRADE EL. ( +)6.05 FILTER FABRIC SEE NOTE N.. 1 -14 I —IT Raa- FILTER FABRIC SEE NOTE N.. 1 - GRAVEL WITH 50R VOIDS - 110 -f• x P GALV. STEEL OR ALUMINUM WIRE MESH (OVER END OF PIPE) 7. TANK STRUCTURE SHALL BE PRUABRICATED. B. LIFTING BARS TO BE CAST IN IF REWIRED AND CUT OFF AFTER INSTALLATION OF BOX. 9. ENGINEERING INSPECTIONS REQUIRED FOR TANK AFTER UNLOADING AT JOB SITE PRIOR TO PLACEMENT, AND AGAIN AFTER PLACEMENT 80 PRIOR TO COVER INSTALLATION. 10. ELEVATIONS SHOWN HEREON ME PER N.C.V.D. (NATIONAL GEODETIC VERTICAL DATUM, 1929) 11. A BAR SCREEN WITH 1.5' MA)(. OPENING SHALL BE WELDED TO THE TOP OF THE WELL CASING. U.S. FOUNDRY FRAME , GRATE NO. 6515 -6x69 BOLTED (CRATE 52 -R) OR M I —. EQUAL - A1r.4• 6.000 pl C"vPM BI•b r W.W F. RermPAiWN r Br•PINPILWM U.S. FOUNDRY I. GRATE NO. 6515 -i BARS O 12' C.C.E.W. BOLTED (GRATE 54 OR APPROVED M. 8' P.V.C. PIPES AROUND PIPE r DRAIN BASIN MR) COMPACTED SUBGRME --10- 12' P.V.C. PIPE --10- 8' 90 BEND /SELECT FIL 12•x8' REDUCER / PLSTIC FILTER TYPICAL DETAIL FARRIC CONCRETE 24" TRENCH DRAIN a N.T.S. C( TYPICAL DETAIL CONCRETE 36" TRENCH DRAIN N.T.S. -11' 2 - -4' 12- r > ffla ll_Ll A SECTION •A -A• 103.' FRAME 215 LBS. a� O 1 -5' mJ SECTION •S -B• TYPICAL DETAIL 3/a on coRED x 'ER (U.S.F. 4700, FRAME 6223)"A� FRAME AND HINGED GRATE FOR 5 /8' om, 5.5. PIN (TACK WELD IN PLACE) N.T.S. `SE1£Ef \ z i�111 \ rK U -22) C��LL� . S F J 9 X P1R L a jXJ T HAm5 xisLiomi v1eE •r, ura 9,slx :: r, e.) B Lc HAV � :WmnL PMN I NP ro se Ir. arcarc sL".cro6q tlEIM LONGITUDE SECTION TRANSVERSE SECTION 1"owLxl sw%aLat s�waeµixi`nw nixxiLroo-aa aEaver - E D" E PE, III EuvA . em - Sx9AN 11 1-21 (A—E I—I c691"9 WARR TV W Lis. (ort°RP'e �"vwEj s4uE xw,E /Le_,•, ,• ruv. slm EW uuuLwu "TU °FA °�' ISIRL RA NM sTF�+ �� ALT. TRANS. SECTION TYPICAL DETAIL EXFILTRATION TRENCH ' C.C.E.W. 2' SAND FILTER Fp ERV a PtPE3 PLASTIC PUN g• W RIM AND COVER PER (U.S. MC K � F. 0 131M) WIN LETTERING STORM'. �4 6LLVST ROCK $EE NOTE 3) 1. MANHOLE T' + I - _- BRICK & n I _ _ FINISHED GRADE OR N MORTAR CONCRETE ALL MOUND (WISH. PAVEMENT) SOLID LENGTH OF F.D. ._PLACE , it 8185. 6'C -C E ..PLACE J CORNER FILLET VALVE BOX AND LID '- '.PE PER PLAN FACH WAY (MIN.) J I 0 •) L0 .I MtN P.V.C. PLUG > —( MANHOLE TOP 6' P.V.C. RISER NOTE: i4 80.45, 12't -C UNIT MAY BE PRECAST OR CAST IN PLACE 6•x30' P.V.C. BEND P.V.C. WYE EALH WAY (MIN.) CONCRETE CONSTRUCTION. WALL THICKNESS (SIZE PER PEON) 8' PER 8' g• - PER PUN g• & STEEL SAVE M USED FOR SUPPORTING UNIT WALL ECCENTRIC CONE MAY BE USED. P.V.C. ROOF DRAD I 08 BARS 06 BARS, (SIZE PER PLED) 3 (SOT. ROW) .. 6� C FROM BLOC. MIN. ALL AROUND ONST. LI NOTE: EN MAIN GRAIN IS LARGER JOINT J 8' PER PLAN 8' SSII IZE OFF POLWINri ADAPTER JOINT SEALED SHAL BE PERMITTED USED . µ enRS. 9•c -c " , _ TYPICAL DETAIL ALTERNATE •p' E1CH WAY (MAN') ALTERNATE •B• m ALTERNATE MANHOLE TOP STORM DRAIN and CLEAN -OUT TYPICAL DETAIL N.T.S. TYPE "P" MANHOLE and RISER Palazzo Di Acqualina Sunny Isles, Florida Owner. GSF Acquisition, LLC. A Delaware limited Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 3059338301 Consultants: Architect: Cohen Freedman Encinosa & Associates 8065 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: FF- 1614EAFIMRB ME • IAHW GEa9N . t crA19w Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 N W 73rd Mam . Parkland, FL 33076 Office: 954 - 3444664 Rev: Date: Description: By: 1 08113114 REVISED PER CIIV'S COMMENTS REP 2 0827114 REVISED PER CRY'S COMMENTS REP 3 09/02114 UPDATED SITE PLAN REP 4 Sheet Title: PAVING AND DRAINAGE DETAILS Date: 06/24/2014 Project #:140081 Drawn By: REP Scale: AS SHOWN DWG. No.: 3014 -029 CAD #: 140081SP1 C EDSAL IFIG Sheet Number. C -8 THOMAS CHECCA P. E. 11 RIG .N0. 2. 16(CML) S' OR AS %�E 'A' JOINT SHOWN ON PIANS Rte• 1 a' PER R. SLOPE LINE TABLE OF SIDEWALK JOINTS TYPE LOCATON SECTION "A —A" P.C. AND P.T. OF CURVES 'A' JUNCTION OF EXIST. AND TYPE 'A' JOINT NEW SIOEWPn(S r Q R/W LINE •6• •WHERE SfOLWPl/( ABUTS NEW 'C' CONIC. CURBS, DRIVEWAYS, SIDEWALK SIDEWALK AND SIMILAR STRUCTURES. JOINT P.C. Q� NOTE: ALL SIDEWUItS SNALL BE 5 FEET WIDE _N- TYPE A' JOINT MINIMUM. IN PUBLIC RIGM OF WAY. PLAN t /a' t r /z• TABLE OF SIDEWALK THICKNESS LOCATION 7' 1 2'11 2'11 RESIDENTIAL AREAS 4' O DRIVEWAYS 8 OTHER ARFlS 6' • AT THE DISCRETION OF THE ENGINEER TYPE "A" TYPE "C" 1/2' PREMOLDED EXPANSION (OPEN TYPE JOINTS) SAWED .K)IIRS (EXPANSION JOINTS) JOINT MATERIAL SIDEWALK JOINTS IalarRABE ND1r: NOTE; 6' OF COMPAC20 SUBGRADE TO A MINIMUM OF 95x B' 1HK CON'. SIDEWA�IIS SIDEL BE CONSTRUCTED OVER OF MSHTO T -99 OENSIIY. THE AREA TO BE COMPAGED A 6• LIMERCCK RASE, (L.B.R. 100) PflIMED. COMPACTED IS DEBNED AS OWT AREA D19ECBY UNDER THE SIDEWNK TO 9BX DENSITY AND 12' STABILIZED SUBGRIDE, AN O 1 FOOT BEYOND EIDH SIDE WXERE RIGHT OF WAY (LRA. 10)'ONPACIEO TO 95X PER WWO T -106 AND EGNDTIMS ALLOW. TYPICAL DETAIL SIDEWALK CONSTRUCTION N.T.S. 1. - 16 !- TYPICAL DETAIL PAVEMENT ARROWS 16• -30' NOTE: LADDER BARS SHALL BE INSTALLED IN BOXES 10' IN DEPTH OR GREATER PER (SD 4.6). 3099CGD •4dNe4M AR1[TLF•a6MM 1RME•"k"W 16.04 6.76 TYPICAL DETAIL BOLLARDS N.T.S. mm© 24" UST. 4766, 16223 (SIRIICT. b1 B• U.S.F. OD2LLWf 7 SEE NOTE No. 8 PER PLW + B• Wu l c I~ M (OR APPR0,1D EOWL) / -CATCH WIN PAV TN. r��� 6" TYPICAL SECTION NOTES: EACH WAY (M11 4. B"e AMIw�. 1 5Y0OUV Duouwl Xxw ,ar.a � is �D 2s�wMP REwum wDx PIR TurRE. IHVWF 'm� . ' • �...�` 4,000 P.S.I. CGNC. SEE NOTE 11 TOP SLAB NOTE: (O 26 PAYS) . _ 3' riR. D uST w Putt (5 DIAG. BURS BOTTOM SLAB SECTION PLAN LADDER BARS SHALL BOTTOM SLAB Ba,;n BE INSTALLED IN TYPICAL DETAIL BOXES IWIN DEPTH OR PRECAST CATCH BASIN �- GREATER PER (SD 4.6). N.T.S. be u T HortiO /1) TWc.DAVE s corKUTe (SEE Uim Ii) SECTION ..�:. j .... . :....... . ... C .NOTES RBMN RE S9 PLAN AASMmTH 1 uK CF MgrtA¢ 1/2' 1MIgt 11510E ND Wf51K TYPICAL DETAIL CATCH BASIN CONCRETE COLLAR - N.T.S. �— 27 3/4 fl -( zz xs 3/4 (4) 3/80 COUNTERSUNK S.S. FLATHEAD MACHINE SCREWS ND1ES: 26 I- MATERIAL: ASTM -A48 CLASS 30B 1 1/2 CRAY IRON 2- FRAME WT: 65 LOS. APP. � 11 1/4 -•{ 3- CRAZE W. 65 MS. APP. EA. I 21/4 0.8. "- 'M. CORP. 24 . -_ 27 J/4 USF 4622 FRAME AND 6297 GNATS EXTERNAL PADLOCK DRAIN —IN W C CDLWR FINISHED GLADE r A 6'00N'. (ETeA. PER PLAN) COLLAR b= INLINE DRUN W/ ,fits. b 6' COxC. COLIIR g 6 -X 1 WATERRCHT BALKFlLL NATERDL SHUL BE CRUSHED STONE ADAPIOR6 L•1 NEEGNG CUSS 1R 2 TYPICAL INSTALLATIONS AS SPECIFIED IN ASIM 02321. BACKFlLL IN 12' LIFT"ATfISAL SMALL. BE PLACED BNIFORMLY S AND COMPA D. DRAIN BASIN A I A FINISHPDRGRAGE (SEEM PUN) �1^ A 12 6' C0.YC. CO LAR 9r, 10' 4' - 10' @b I 121 4' - 12' 15' e - 16- 16• - Ir APPROK DRAIN AREA 24' e - 24• IPPROX WEICM WITH FRAME = 124.00 IM. 4 _ sq- ( it y Dm"' I MEBS INLINE I IN HANGE°°WNCO°N'6NCElE RO E: SUPPGR RING STNRO•AD GMtE: H -26 HFAW OIRY MTINC. SCUD COVER: H -25 HFAW DU f RATING. G. GMTE H -16 MEDIUM DUTY MT1NG. ';�- .' -H.;' :: E�'... i b OUAIItt: WTGRWS SHML LUNFORN TO A FM —B I GRADE ALL CASTINGS MUST COIRAIN A LMINO UEWSE. BASIN BODY 12 CONCRETE COLWR BIINO PR°".AASBSIe SECTION A -A s• TNX. 4.088 PSI NK CNV II o'i"' 932-za43 w/ 2 -/4 UL AROUND (ttP.) A yn- LI fA% (220) 932 -2490 TYPICAL DETAIL OR APPRO D EqM 18" thru 30" DRAIN BASIN / INLINE DRAIN N.T.S. 12' STABILIZED SUBGRADE. (LB.R. 40)3 - LIMEFOX COMPACTED TO 95% AASMO T -180 NOT PRI 98X AA'. TYPICAL DETAIL TYPE "F" CURB & GUTTER N.T.S. 2 -1 /2' PAVERS 1 -1/ SANG ING CO2' URSE tow 100) TO 1 —said cep °( 12' �L l7 I I I See M91a De[°il / I I IGroirouti I p;pe I 1 n Corrug °lea I - sMmmer eaalp I I I Nroprene Gpaket g I �"� Il y a- `z` Baa;n Flpor J. };a., fROM fLEYATlON �" r' T* " CENEFAL N07E5 dr A. 1. n" Fre,RMrdn sMmmw B a Hooded amw. mwmlee °� an wed b 9 roRaA6min. uNt�� �,la w wa '8r ° InROOwr'e`I io P�a ni a ae°ro^na °r°svo nao�",nll;l,°°o„'e,`^'r,e'9 r°ia�m,;n, 6rouet'A"Px,. SIDE ETEV4770v TYPE I SK /MMER AME DETAIL z. Rase neapreae ya,ket ma,�°I Nelmm BM ,ktinw wa Ge oolcN6ain el °, ppin6 a awt «L rdm we Mgles an offer side of 9o,ke1 nroly fo eaero "'Y NryoM Ua ]ant on W eNea. 3 Latch Pi - LotU Hinge Skimmor are mirzw image. J. Skimmer BaRb, 1M pye pM wgbs shpts h Pimw3y wn -..1 eAhw gaMrxzH sled dW,aaWa, 4 0 J "e B°IL epf Holm M�ApNe� tlyki�l � v w mta+llnle bufad'me aly,vie /11 SIN cwrywvnla, aha Wn He. NW and WaaM1e U4 d'p Latan w,ge TYPE I 1. lm,,,r y nwd.we, r:M19A, e^d NNn,_, an.e w x alea,l�a sled Ira P—Bw� ae.x, -1 ee duw AO �` DIMENSION TARE ,laadev ated N„n w rnelN nybn eNep s 0— used n Pv"OCa9pn el flkirx,Mr OaGp V. `W wM depmW pip sA,9 mrap6' .RM1 Sa dwE Latch P,n epge Lid Hinge ?. `) DI//I14 PffE A B Sfeorirnlion 913 Iw rtetl, 945 Iw abnNNn, w 118 Iw pb,L'a. o �s Ie' t 2' az' 6 Baalc sanm,w, ,nw ewldn p mNwm a 1 sx q .601 a ro,Nea Eaa Iw IN waearw. y. a=ra„ za' ts' ae' DESIGN NOTES ` PLAN . 77ON i 1. the ronhwlw ,aaY aunts! w dlemplAe desyn prelofi,iceled FiwrAtlraw Sldmrxe Iw opprprol M Ue FngkNw. Geanap LID DETAILS ��• • f� �• 2. �S—. m I par,,. Ina braliw� a ue w,b aro :�c le me blwiw ,a(,) a ue INda a., .Ian a .Mmme. Pro J. rkpe r sk:,mw drcnSaN ,nm t" ep,ea w u" aa[kl pipe s,met> w :hem :, Gee a, Task I Baf englez to bosin .oll n u > "° • mit= DT 6 comer R TYPICAL SECTION Wdtl Mglea U 65 E, AncM1pn Rpuntl WONT Gavin AS Pa ^" °' °°"" °" .�° GREASE BAFFLE FOR PIPE cmtaat wu A ` 6Mmmer /Neoprene v I � p N.TS. I Canket 1 , hnp,� I Duvet opm;,y vpnana eeep wau �In eaai Woll `j Fb[ Wall TDP VIEW TOP NEW SCHEMFATIC iAe — .1 ab'mmwa moat aw,rwm t° Ins aM1Ope pl — hmn walla en .M1 rJ, Sts.. in M. Pbns, M. rod, ro9u'retl rw curved -bota sbmmen. Applies I. — skimmer types. Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Llmlted Liability Company Development Office 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933-8301 Consultants: Architect:] n c t Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® 6121L6POrero6lAUwgarlene 1 PD1fLN108d1P. gDIa�I leA Te: � RMM"X1 a 1AwBrw4NO61RRIre a lMBY10®.T11 . 1AWDTxSN Civil Engineer. THOMAS CHECCA, P. E. Environmental Consultant 11568 MV 73rd Mawr, Parkland, FL 33076 06ce: 954 - 3446664 Rev: Date: Description: By: 1 08113114 REVISED PER CRY'S COMMENTS REP 2 08!27114 REVISED PER CRY'S COMMENTS REP 3 09/02114 UPOATED6REPlAN REP 4 5 Sheet Title: PAVING AND DRAINAGE DETAILS Date: 06/2412014 Project #: 140081 Drawn By: REP Scale: AS SHOWN DWG. No.: 3014 -029 CAD #:140081 -SP 1 c EDSA IRC, Sheet Number. C -9 THOMAS CHECCA P.E. FLA. REG. NO.24616 (CML) R s _1��- == � 1.z i.0 1.0 �•o •7 0.9 1.0 1,4"'T.3 1.�1 I dC2 = - 32 M�1 � MH• 12 - I=_r 0.7 1. 1.5 1 0.8 �0.5 0.7 1.1 1.5 �• 1'YS 1.1 0.8 0.7 � 0.6 0.6 X0.7 0.8 1.1 1.1 0.8 \ / M� 121' - -- f -- \ �0.8 0.7 0.7 0.8 0. 1.0 1.0 1.0 0.9 0.7 0.9 1.1 1.1 1.0 0.8 0.5 03- -0fi -�5 II 1.3 1MH: . +14 1.1 1.0 1.0� 0.6 0.7 -0.8 - 1.0� 1.1 1.0 - 0,9 -0.6 ---- - - - - -�� I 1.4 1.4 1.3 1.1 L C - r-i r__� - �' _ / 1.1 1.0 • 12 / 1.4 1.2 1.2 1.5 C1 MH; 12 0.9 1.1 - \ i 1.0 08� \\ - �8 0.6 .m 5 r ... ,- ....a.nn �.6 1.0 1. 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A Delaware Limited Liability Company D- lop.-n, Ofii,e 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305933 -8301 Consultants: Architect: architects Cohen Freedman Encinosa & Associates 8085 NW 155 Street, Miami Lakes, FL 33016 305.826.3999 Planners and Landscape Architect: ® , �ElO/.YDlaa9M4 ,NIDGYEPfIO \��IM Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd Manor, Parkland, FL 33076 OIT- 954.344.6661 Sheet Title: PARTIAL SITE PHOTOMETRICS PLAN Dale: 2014.07.24 Project #: 113158 Drawn By: BW Scale: AS SHOWN Approved By: SF c EOSA, Inc. 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C1 1.2 1.0 1.0 MHq 121.0 1.0 '•v6. 1�.5 0.6 0.9 1.2 I1.3 1. 0.5 0.7 0.8 0.8 0.7 L MH: 12 1 1.0 1.2 1.0 0.6 0.7 0.9 1.1 �.1 1.0 0.8 0.8 0.9 1.0' 1.1 1.0 0.8 0.5 0,6 1.0 1.6 1.7 1. 0. 1 10.7 0.9 1.3 1.4 0.9 * 1 * * �J 1. * 0.7 0.7 0.8 1.0 1.0 '.9 0.7 0.5 0.5 0.7 7 0- nl * .7 C2 -- 'C1 s o.7 0 � C1 - _ -__ _ � MH: 12 MH: 12 MH:� I_ � H: 12 MH: 12 m PARTIAL SITE PHOTOMETRICS PLAN SCALE: 1/16" = P -011 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Dccrlopn -u 08ire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305.933 -8301 Consultants: Architect: architects Cohen Freedman Enctnosa & Associates 8085 NW 155 Street, Miami Lakes, Fl- 33016 305.826.3999 Planners and Landscape Architect: ® 1XIXEFrOMOEgLL1Nq�IlF1q IUIrIM®WlEfllri \e�IIM 1LOWi ', IXNNO . uEmYXeeEloermruE . uewFSaF . w aaM Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd il1anor, Parkland, FL 33076 Office: 954- 344 -661,1 Sheet Title: PARTIAL SITE PHOTOMETRICS PLAN Date: 2014.07.24 Iluexe MepWYY Y�EtlU; nOYY IeeIn XMEUeFereE 411ieU Drawn By: BW M Yet Ia"EIYr l�xLleel Mm iYMI. Ot XIiE W:F�FE�eU rOIe WAE: Et -e•N4 EYIe: IaleFllfeuse IelF Yeert:f! -e•Y6 XFO (((]]] 7� �e IOU Y0Al:1t- e•.1EB nM 1 * 1.9 / LYnYm. R.v, .2 ...... ny.m .....YUr.FUUU neerxnrmrenr rfE.:mX I 0.9 0.7 6 0.8 0.9� + II EOr Yw. 1 ' 1.3 1.1 1.1 1.2 1. I w. E 0 / MH 12 = - MHI: 12 _ 0 1 .9 1.2 - - __- - -. :12 /' 0.9 1. 1. 0.9 0.9 1.1 0.9 0.00 O 0.5 0.5 0.5 0.6 0.9 MH:1 C, Mp� - - - -- - _ �J 1.0 1.2 1.0 \; .B 0. C1 1.2 1.0 1.0 MHq 121.0 1.0 '•v6. 1�.5 0.6 0.9 1.2 I1.3 1. 0.5 0.7 0.8 0.8 0.7 L MH: 12 1 1.0 1.2 1.0 0.6 0.7 0.9 1.1 �.1 1.0 0.8 0.8 0.9 1.0' 1.1 1.0 0.8 0.5 0,6 1.0 1.6 1.7 1. 0. 1 10.7 0.9 1.3 1.4 0.9 * 1 * * �J 1. * 0.7 0.7 0.8 1.0 1.0 '.9 0.7 0.5 0.5 0.7 7 0- nl * .7 C2 -- 'C1 s o.7 0 � C1 - _ -__ _ � MH: 12 MH: 12 MH:� I_ � H: 12 MH: 12 m PARTIAL SITE PHOTOMETRICS PLAN SCALE: 1/16" = P -011 Palazzo Di Acqualina Sunny Isles, Florida Owner: GSF Acquisition, LLC. A Delaware Limited Liability Company Dccrlopn -u 08ire 17780 Collins Avenue Sunny Isles, FL 33160 Telephone 305.933 -8301 Consultants: Architect: architects Cohen Freedman Enctnosa & Associates 8085 NW 155 Street, Miami Lakes, Fl- 33016 305.826.3999 Planners and Landscape Architect: ® 1XIXEFrOMOEgLL1Nq�IlF1q IUIrIM®WlEfllri \e�IIM 1LOWi ', IXNNO . uEmYXeeEloermruE . uewFSaF . w aaM Civil Engineer: THOMAS CHECCA, P. E. Environmental Consultant 11568 NW 73rd il1anor, Parkland, FL 33076 Office: 954- 344 -661,1 Sheet Title: PARTIAL SITE PHOTOMETRICS PLAN Date: 2014.07.24 1 Project #: 113158 Drawn By: BW Scale: AS SHOWN Approved By: SF c EOSA, /nc. �4 I Sheet Number: STEVEN FELLER P.E., P.L. N= e ® Ce' III I A °.E . 2 ec. = 2234 6 cote of Avh o`ar D0 3427 50 N.E. IHRC AVE4IE P H1.0 2 FORT LAUDERDALE. FLORIDA 33301 PH: 954.467.1492 FAX: 954.467.5752 3 a-mci: lellerpeslelelpe.com 3m s} JOB N 14074