Loading...
HomeMy WebLinkAboutSite Plan Revised 12-4-12SITE PLAN SUBMISSION CITY OF SUNNY ISLES BEACH JADE SIGNATURE 16875 & 16901 COLLINS AVENUE SUNNY ISLES BEACH, FL Submitted to: City of Sunny Isles Beach Architect: ADD Inc I Architecure + Design Design Consultants: Herzog & De Meuron Landscape Architect: Raymond Jungles, Inc. Civil Engineer: VSN Engineering Owner: Sunny Isles Beach Associates, LLC 02 November 2012 REVISIONS NO. DESCRIPTION DATE 1 DRC REQUESTS 2 DRC REQUESTS 11/26/12 12/03/12 vw�t u I 1i U SITE PLAN SUBMISSION CITY OF SUNNY ISLES BEACH JADE 4 16875 & 16901 COLLINS AVENUE SUNNY ISLES BEACH, FL Submitted to: City of Sunny Isles Beach Architect: ADD Inc I Architecure + Design Design Consultants: Herzog & De Meuron Landscape Architect: Raymond Jungles, Inc. Civil Engineer: VSN Engineering Owner: Sunny Isles Beach Associates, LLC 02 November 2012 REVISIONS NO. DESCRIPTION DATE 1 DRC REQUESTS D FNOV E 2012 �GYZ � If, PLANNING & ZONING DEPT. J `, r )y SITE PLAN SUBMISSION CITY OF SUNNY ISLES BEACH JADE 4 16875 & 16901 COLLINS AVENUE SUNNY ISLES BEACH, FL 0 14, Submitted to: City of Sunny Isles Beach Architect: ADD Inc I Architecure + Design Design Consultants: Herzog & De Meuron Landscape Architect: Raymond Jungles, Inc. Civil Engineer: VSN Engineering Owner: Sunny Isles Beach Associates, LLC 02 November 2012 REVISIONS NO. DESCRIPTION DATE 1 DRC REQUESTS 11/26/12 2 DRC REQUESTS 12/03/12 -ra Index A-0 Location A-1: Boundary Location Map A-2: Topography and Tree Survey A-3: Zoning Data A-4: Location Plan and Zoning Designation A-5: FAR Analysis A-6: FAR Analysis A-7: FAR Analysis A-8: FAR Analysis A-9: FAR Analysis A-10: FAR Analysis A-11: FAR Analysis A-12: FAR Analysis A-13: Site Diagrams B-0 Site Plans B-1: Proposed Overall Site Plan B-2: Roof Site Plan B-3: Offsite Sketch Map C-0 Floor Plans C-1: Proposed Under Ground Garage Level -03 Floor Plan C-2: Proposed Under Ground Garage Level -02 Floor Plan C-3: Proposed Under Ground Garage Level -01 Floor Plan C-4: Proposed Level 0 Floor Plan C-5: Proposed Level 01 Floor Plan C-6: Proposed Level 02 Floor Plan C-7: Proposed 03-23 & 24-35 Level Floor Plan C-8: Proposed 36-40 & 41-48 Level Floor Plan C-9: Proposed 49-52 & 53-54 Level Floor Plan C10: Proposed Roof Plan PROJECT #:12120.00 D-0 Building Elevations D-1: Proposed North and South Elevations D-2: Proposed East and West Elevations D-3: Proposed Section D-4: Zoning Setback Sections E-0 DETAILS E-1: Enlarged Plans and Enlarged Elevation E-2: Site Enclosure E-3: Exhaust detail and Typical Handicap Parking details L-0 Landscape Plans LR.100:Tree Disposition Plan Overall LHA 00: Hardscape & Grading Plan Overall LR100: Canopy Planting Plan Overall LP.300:Tree Disposition List & Plant List L-5: Proposed Site Lighting Plan L-6: Proposed Level 0 Lighting Plan L-7: Proposed Level 01 Lighting Plan L-8: Proposed Level 02 Lighting Plan CE -0 Civil Plans CE -1: Site and Paving Plan CE -2: Site and Paving Details CE -3: Overall Grading and Drainage Plan CE -4: CDS Hydrodynamic Separator Details CE -5: Overall Site Utilities Plan CE -6: Sediment Tank and Drainage Well Typical Detail SHEETS 1I-vo-1y ��LL o E v 3m 0, 3 SITE PLAN SUBMISSION 11-02-2012 11-2G-2011 R1 1(-ZG-(y- ^'om3 SITE PLAN SUBMISSION 11-02-2012 P ROJ ECT #:12120.00 1 E3 0 A-0 Location W 0 Q A-1: Boundary Location Map A-2: To pog ra p hy and Tree Survey A-3: Zoning Data A-4: Location Plan and Zoning Designation A-5: FAR Analysis A-6: FAR Analysis A-7: FAR Analysis A-8: FAR Analysis A-9: FAR Analysis A-10: FAR Analysis A-11: FAR Analysis A-12: FAR Analysis s o A-13: Site Diagrams <� as _ �o 1(-ZG-(y- ^'om3 SITE PLAN SUBMISSION 11-02-2012 P ROJ ECT #:12120.00 1 E3 0 I � rma mawmq o JADE 4 - 16875 & 16901 COLLINS AVENUE I. P.A w71 GaRin, Leary, Skllea. Inc. u n Instru�muent of:oe�«a i„t 11M1ole In Part WilM1out SID FORTIN, LEAVY, SKILES, INC., LB3653 By.___ _ ___ Daniel C. Fortin, For The Flrm Surveyor and Mapper, LS2853 State of Florida, Date 8/23/01 Scale 1"QV Drawn By. MAP Cod, No. 011027 Plotted: 10/31/12 11:43a Ref, Dwg. 980889 Field Book. 53617 & FLD.SHT. SID Job. No, 011027 Dwg. No. 2001D-141-NGVD Sheet 1 of 2 SURVEYOR'S NOTES: - This site lies in Section I1, Township 52 South, Range 42 Cost, City of Sunny Isles Beach, Miami -Dade County, Florida. z - All documents are recorded in the Public Records of Miami -bode County. Florida unless otherwise noted. - Lands shown hereon were abstracted for easements and/or rights-of-way of records per Fidelity NationTitle Insurance Company m p„ g m al Commitment No.: NT12-3099 with an effective date of January 20, 2012. All easements and/or rights of way of record per title K '� commitment that are plotareshown on this "Boundary Survey." W wy SCHEDULE B - SECTION II W F 172nd STREET I-9 U Standard Exceptions. 10 Florida Power & Light Company Easement recorded in O.R,B. 13357, Page 1884. Easement r^ L� [: P shown on survey. Vl ✓ N6 - 11 Traffic Signal Easement recorded in O.R.B. 18491, Page 4653. Easement shown on survey. r Vi o e 72 Declarationof Restrictions and Grant of Easement recorded in O.R.B. 25500, Page 2304. W z Easement shown on survey. NOTE: All F+li recording references in this commitment/policy shall refer to the Public Records of Miami Dade County, Florida, unless uu�1 w otherwise noted. LEGAL DESCRIPTION: LOT 1 Q� Z END OF SCHEDULE B - SECTION 11 C7 VISTAVIEW SECTION ONE TATUM'S OCEAN PARK Q Parcel 1 All that part of the North 100 feet of the South 300 feel of Lot 1, of TATUM'S OCEAN PARK ( P.B. 10 PG. fi4) 66) _¢ /; C? - Bearings hereon are referred to ad assumed alae a N 8disk L3" E for the North line of the subject site, and evidenced by one (1 )v set nail &disk LB3653 and one (I) ¢ SUBDIVISION, according to the plat thereof, as recorded in Plot Book 10 at Page 64 of the Public ISIOLscof Miami -Dade County, Florida, extending from the Erosion Control Line of the Atlontic Ocean, said line recorded in Plat Book 134 Page 47 the Public (P•B. 96 PG. / vb� j � j III {y set 1/2" pipe & cop LB3653. - Elevations shown hereon are relative to the National Geodetic Vertical Datum 1929, Z O z q at of Records of Miami -Dade Count , Florida, to the East right of y q way of Road (formerly State Road W o R.K. COMMERCIAL Z j Q ` // / of based on Miami -Dade County Bench Mark No. C-112, Elevation +6.70, published September 2008, s U 140), as said road is shown on a Plat thereof, recorded Plat Book 47 t Page 101, of the in k 47 a < CENTER SOUTH � located Ma 4. 201 ^- b bross disk in concrete walkway al N.E. 163rd Street x South of y y Y (� Public Records of Miami—Dade County, Florida. O W ;�/� � / f % ��j/ South edge of pavement), State Road A -I -A (3, 5' West of West edge of pavement) and the flyover Parcel 2 �i .. - 0 leading from State Road A -1-A to Westbound #826 (30.5' East of centerline). All that part of the North 100 feet of the South 200 feet of Lot 1, of TATUM'S OCEAN PARK OT y - Lands shown hereon are located in Federal Flood Zones %, AE (EI 8), and VE (EI 10) based SUBDIVISION, according to the plat thereof, as recorded in Plat Book 10 at Page G4 of the y TRAOT "A" -Q. A 2 on Federal Emergency Management Agency Flood Insurance Rate Map Community Panel I.IJ Q Public Records of Miami -Dade County, Florida, extending from the Erosion Control Line of the Atlantic Ocean, said line recorded in Plot Book 134 Page 47 the Public � PART J PLAZA OF THE AMERICAS '� --t No. 120688 0161 L. dated September 11, 2009, and index revised September 11, 2009 to the Notional Geodetic Datum O at of Records of Miami -Dade County, Florida, to the East right of way of State Road A -1-A (formerly Stale Road U O> m SECTION ONE (P.B. 106 PG. 66) 0 SITE relative Vertical of 1929. 144), as said road is shown on a Plat thereof, recorded in Plat Book 47 Page 101, QP - Dimensions indicated hereon are field measured by electronic measurement, unless ry+ ? O LJ.. at of the Public Records of Miami -Dade County. Florida. otherwise noted. Parcel 3 Y NOT (Q d - Lands shown hereon containing 108,317 square feet, or 2.4B7 acres, more or less. z LL LU Y The Southerly 100 feet of Lot 1, of TATUM'S OCEAN PARK SUBDIVISION, according to the plat thereof, as recorded in Plat Book 10 at Page 64 of the Public Records of Miami -Dade County, Q �0 SUBDIVIDED -All control measurements are within a precision of 1:10,000 by redundant measurements. Q Z Florida, said property described as follows: -4 i - This map is intended to be displayed at the graphic scale shown hereon o smaller. (n Bounded on the West by the East right of way line of Ocean Boulevard (Stale Road A -1-A and— Jm� 8 2 6 WESTBOUND - Roof overhang not located unless otherwise shown. = Z State Road 140), said road recorded in Plat Book 47 al Page 101 of the Public Records of Miami -Dade County, Florida; bounded an the East by the Erosion Control Line of the Atlantic STATE ROAD O L W Ocean, said line recorded in Plat Book 134 al Page 47 of the Public Records of Miami -Dade = — f Underground improvements and/or underground encroachments not shown unless J County. Florida; bounded on the North by the Northerly line the Southerly 100 feet of Lot 1; otherwise indicated. O QQ bounded on the South by the Southerly line of referenced Lot I. t Q 7 L. -The underground utilities shown have been located from field survey in(ormotion and ee ffLLL�...YYYLLC xisting drawings. The surveyor makes guarantee that the underground utilities 826 EASTBOUND shown comprise all such utilities in the area, either in service or abandoned. The rveyor further does that the Q O STATE ROAD O Z not warant underground uliPties shown ore in the exact ioaauon in ad although he does certify that they are located as accurately a c C ¢ possible from the information available. The surveyor has not located the A Co 3 d(D physically underground utilities. O a rq - Legal description shown hereon title commitment.O06 W rF ¢V per m QQa - The subject property has ingress and egress to and from Collins Avenue (State Road A -1-A) LC) F, (Ocean Boulevard.) Which is a paved Public right of way. J oz$ N - Existing Parking: NONE. CO N LOCATION SKETCH SURVEYOR'S CERTIFICATION: T Y NOT TO SCALE N Sunny Isles Batch Associates. LLC Ivory Holdings, L.L.C. < Z, Sparrow FI SIBA. LLC Q LUo Fidelity National Title Insurance Company LL O I hereby certify that this "Boundary & Topographic Survey" was made under my responsible charge August 23, 2001, last Z < ` on and updated on May 4, 2012, and meets the opplicabls codes as set forth in the Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. FT O 'Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper" FORTIN, LEAVY, SKILES, INC., LB3653 By.___ _ ___ Daniel C. Fortin, For The Flrm Surveyor and Mapper, LS2853 State of Florida, Date 8/23/01 Scale 1"QV Drawn By. MAP Cod, No. 011027 Plotted: 10/31/12 11:43a Ref, Dwg. 980889 Field Book. 53617 & FLD.SHT. SID Job. No, 011027 Dwg. No. 2001D-141-NGVD Sheet 1 of 2 ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 I � I I I I I go w Z 1 _ W W O m co 0 ` z Lu moo< ~ Q O C/) PANT SWIPE ddL+�� W. IA 4a I u;IhA � Vt 6r I "Aleaceo.0 OL I 1 I I I I PNOF WN51 c .A POmER am xaE /L u6HTl i Uw)� B ` 5.z I I I�I I ( I ) --_-. 1 1 rSAwiAaY wvwaE , Sa g11ARY bANH0.E N El 5.54 1 I71.69' 1 MULTISTORY BUILDING FOUND DEPARTMENT OF NATURAL RESOURCES MONUMENT R-15 (1974) BRASS DISK (8/23/01) PROJECT COORDINATE N 82600,aB77 E 88920.4103 STATE PLANE COORDINATE N 582761.29 E 945158.81 PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BEACHES AND COASTAL SYSTEMS WEBSITE I FOUND 1/2" PIPE & CAP LB3653 (5/4112) FOUND 1/2' %PE &CPP (0.10' N17E) LB40., (5//4/12) H, /.. x i b // % NORTH f)EffH g60351 h$Ei/'S1GT 91dTR01IT'PgqR' EA I%' w/ a FEB DRB- 2abO0r 3 _E 0 Pl _E, �T �FOUJJD/NAIL g�b)SK ,- ', �// J L� _-%��(PJg .1__ W G _1 5/41121w O­uT ADW IBES (2'PEIGHT) - I t - VACANT -- JV1c e W W ' m (NO BUILDINGS) ar 1 EROSION CONTROL LINE 88,% `���pp I OF THE AILANRC OCEAN 4 lJ r I I PLAT B001< 134 PAGE 47 v w W �, m g n z FLOOD ZONE VE (EL 8.44) (N.A.V.D.I1:988) g I• y W y { w I MJ I I i y 4 WNdipA "E%«MICS W W FL -000 G ZOG` E ``�I✓ I 11KEL 5100 vomevv oe o_avmm_--- IG�f�000DD �7©�1C ? O__.—.--- dvvvvvvvvvvvvv..v % 10 FPL EASEMENT 1PEI 884 v 1 TJJ y (m• EH )_ PAGE I8B4 pz AnS I » O.R.B. 13y5D.a � vmo G 1 1 I G W 1 nzz —SDYE M n 1 m C, PaE (rw3 mood O z$ -01 I s I 6«DM,T (�o tmc T) DDNa a (,2' SPREAD) VACANT s TATUM'S OCEAN I PARK SUBDIVISION I I (NO BUILDINGS) PLAT BOOK 10 PAGE 64 m � Ito I �a�PaE w ory ,zB2. a I 1 CE L 'I I VACANT j 9 (NO BUILDINGS) ws s A �a 0, A. T1 I B�. N q i/ N� /In Iott5wux uart W, E Q Q Q fticHr a wnr THIS SURVEY IS IN N.G.V.D. VERTICAL DATUM 0.00 NORTH AMERICAN VERTICAL DATUM ON. A. V . OF 1988 O 5.28 c = CATCH BARN V "111­1ell. IJn R S` REFERENCE CORNER - w -WATER vuvE I.D. - DExnncArwl ElEVAlION ENV. i� 3 go w Z 1 _ W W O m co 0 ` z Lu moo< ~ Q O C/) PANT SWIPE ddL+�� W. IA 4a I u;IhA � Vt 6r I "Aleaceo.0 OL I 1 I I I I PNOF WN51 c .A POmER am xaE /L u6HTl i Uw)� B ` 5.z I I I�I I ( I ) --_-. 1 1 rSAwiAaY wvwaE , Sa g11ARY bANH0.E N El 5.54 1 I71.69' 1 MULTISTORY BUILDING FOUND DEPARTMENT OF NATURAL RESOURCES MONUMENT R-15 (1974) BRASS DISK (8/23/01) PROJECT COORDINATE N 82600,aB77 E 88920.4103 STATE PLANE COORDINATE N 582761.29 E 945158.81 PER FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BEACHES AND COASTAL SYSTEMS WEBSITE I FOUND 1/2" PIPE & CAP LB3653 (5/4112) FOUND 1/2' %PE &CPP (0.10' N17E) LB40., (5//4/12) H, /.. x i b // % NORTH f)EffH g60351 h$Ei/'S1GT 91dTR01IT'PgqR' EA I%' w/ a FEB DRB- 2abO0r 3 _E 0 Pl _E, �T �FOUJJD/NAIL g�b)SK ,- ', �// J L� _-%��(PJg .1__ W G _1 5/41121w O­uT ADW IBES (2'PEIGHT) - I t - VACANT -- JV1c e W W ' m (NO BUILDINGS) ar 1 EROSION CONTROL LINE 88,% `���pp I OF THE AILANRC OCEAN 4 lJ r I I PLAT B001< 134 PAGE 47 v w W �, m g n z FLOOD ZONE VE (EL 8.44) (N.A.V.D.I1:988) g I• y W y { w I MJ I I i y 4 WNdipA "E%«MICS W W FL -000 G ZOG` E ``�I✓ I 11KEL 5100 vomevv oe o_avmm_--- IG�f�000DD �7©�1C ? O__.—.--- dvvvvvvvvvvvvv..v % 10 FPL EASEMENT 1PEI 884 v 1 TJJ y (m• EH )_ PAGE I8B4 pz AnS I » O.R.B. 13y5D.a � vmo G 1 1 I G W 1 nzz —SDYE M n 1 m C, PaE (rw3 mood O z$ -01 I s I 6«DM,T (�o tmc T) DDNa a (,2' SPREAD) VACANT s TATUM'S OCEAN I PARK SUBDIVISION I I (NO BUILDINGS) PLAT BOOK 10 PAGE 64 m � Ito I �a�PaE w ory ,zB2. a I 1 CE L 'I I VACANT j 9 (NO BUILDINGS) ws s A �a 0, A. T1 I B�. N q i/ N� /In Iott5wux uart W, E Q Q Q fticHr a wnr 1555 /1 p LQ -_'-T----7-T--7 / r 1L` SOUj'd' t7' /APER 0,R.! FOUND REBAR & CAP (0.29 S85 -E) I.D. NOT LEGIBLE (5/4/12) LA1815<APE SET 1/2" PIPE & CAP �t _ ' — LB3653 (8/23/01) 1 NORTHERLY LINE SOUTHERLY 100 FEET OF LOT 1 I I VACANT : � s (NO BUILDINGS) 8 sv $ IZ I I SOUTH LINE OF LOT 1 I ITATUM'S OCEAN PARK SUBDIVISION L l7 PLAT BOOK 10 PAGE 64 --T 7 T--7 T --7 l / oaEPyRowTJ� M1CGf�S EASeMM'�TJ D PAGE 201 (3"W /I FOUND 1/2" PIPE & CAPJltq L133653 (5/4112) N OT S U B U I V I E 0 I D Rr F.L.S.\ LIMITS OF PARKING GARAGE Dw 9• #294D -264/295D-334 ,® SANDS POINTE H04.35'09"E PARKING GARAGE 0.33' LIMITS or PARKING GARA' NBs•zb's1^w __ I i 1 7 I- 7 T « vEGErnnwl trre3 Tx . = W FOUND CORPS OF ENGINEERING +Exonca N R -SB 2002 MONUMENT (8/31/06) - FOUND 1/2' PIPE & CAP ' LB3653 (10/27/09) FOUND ftEeAA k CAP NODS' 586, NH5 AxEN P' TREE TABLE TREEk I WIDTH I TYPE z Lu U 0 � uulrs a w«unoN GRAPHIC SCALE O o I eaIN a6 T 1 m,h P6 ) 20 LL F IT, " EAx�Fr4 VERTICAL DATUM CONVERSION DETAIL I FOUND 1l2' PIPE IN I CONCRETE LB3653 I (5/4/12) I I BENCHMARK 5.13 N.A.VA. = 6.70 THIS SURVEY IS IN N.G.V.D. VERTICAL DATUM 0.00 NORTH AMERICAN VERTICAL DATUM ON. A. V . OF 1988 O 5.28 c = CATCH BARN FOUND NAIL & DISK I IJn T Pb2 NNN MNN FENCE ®- T WATER METER REFERENCE CORNER - w -WATER vuvE I.D. - DExnncArwl ElEVAlION ENV. i� 6.00' OFFSET FOUND DEPARTMENT OF NATURAL RESOURCES DE ' SERDESC- SC p—I B LB3653 (5/4/12) '- F=ANT M =PERM E. REmIENCE uoxuMExr - HANDHIXE M = CONCRETE �H 815E STATE PLANE COORDINATE N 581655.10E 945118.32 945118. PER FLORIDA DEPARTMENTENVIRONMENTAL PROTECTION ELEVATION+5.41 '. BEACHES AND COASTAL SYSS TEMS WEBSITE SITE BENCH MARK Ig J 1555 /1 p LQ -_'-T----7-T--7 / r 1L` SOUj'd' t7' /APER 0,R.! FOUND REBAR & CAP (0.29 S85 -E) I.D. NOT LEGIBLE (5/4/12) LA1815<APE SET 1/2" PIPE & CAP �t _ ' — LB3653 (8/23/01) 1 NORTHERLY LINE SOUTHERLY 100 FEET OF LOT 1 I I VACANT : � s (NO BUILDINGS) 8 sv $ IZ I I SOUTH LINE OF LOT 1 I ITATUM'S OCEAN PARK SUBDIVISION L l7 PLAT BOOK 10 PAGE 64 --T 7 T--7 T --7 l / oaEPyRowTJ� M1CGf�S EASeMM'�TJ D PAGE 201 (3"W /I FOUND 1/2" PIPE & CAPJltq L133653 (5/4112) N OT S U B U I V I E 0 I D Rr F.L.S.\ LIMITS OF PARKING GARAGE Dw 9• #294D -264/295D-334 ,® SANDS POINTE H04.35'09"E PARKING GARAGE 0.33' LIMITS or PARKING GARA' NBs•zb's1^w __ I i 1 7 I- 7 T « vEGErnnwl trre3 Tx . = W FOUND CORPS OF ENGINEERING +Exonca N R -SB 2002 MONUMENT (8/31/06) - FOUND 1/2' PIPE & CAP ' LB3653 (10/27/09) FOUND ftEeAA k CAP NODS' 586, NH5 AxEN P' TREE TABLE TREEk I WIDTH I TYPE z Lu U 0 � uulrs a w«unoN GRAPHIC SCALE O o I eaIN a6 T 1 m,h P6 ) 20 LL F IT, " EAx�Fr4 VERTICAL DATUM CONVERSION DETAIL I FOUND 1l2' PIPE IN I CONCRETE LB3653 I (5/4/12) I I BENCHMARK 5.13 N.A.VA. = 6.70 THIS SURVEY IS IN N.G.V.D. VERTICAL DATUM 0.00 NORTH AMERICAN VERTICAL DATUM ON. A. V . OF 1988 jLEGEND 0.00 NAT M& GEODETIC VERTICAL DATUM (N.G.V.D. OF 1929 c = CATCH BARN ®1 tM1e Ex P., WRITif Permission I Sam I. -Ti M 3 a�mp� 9 W�Ww� d 4 rw vii o o „A o O m A CC�o :D Z LL c/5> Q z UZ0 Q O o � U T Q Oce EL co U O ozs LU _x Lc) co W 00 -1 C01 m f } Z Q d z I�LLI LL Z Q O m o L Date 8/23101 Scale i•=2(1• Drawn By. MAP C.d. No. 011027 Plotted: 10/31/1211:433 Ret. Dwg. 980889 Held Book. 538/7 & FLD.SHT. SJD lob. No. 011027 Dwg. No. 2001D.141-NGVD BheeL 2 of 2 BASED ON NATIONAL GEODETIC SURVEY VERTCON HEIGHT CONVERSION jLEGEND I c = CATCH BARN �- 05' NRB �= .. 200' CURB w CUTTER N I T Pb2 NNN MNN FENCE ®- T WATER METER I w -WATER vuvE I.D. - DExnncArwl ElEVAlION ENV. CATCH BASIN INSET _' 0= Ir s"ITARr FOUND DEPARTMENT OF NATURAL RESOURCES DE ' SERDESC- SC p—I B MONUMENT COORDINATE N BRASS DISK (8/23/,6 PROJECT COORDINATE N 814951000 BE F=ANT M =PERM E. REmIENCE uoxuMExr - HANDHIXE M = CONCRETE 815E STATE PLANE COORDINATE N 581655.10E 945118.32 945118. PER FLORIDA DEPARTMENTENVIRONMENTAL PROTECTION � ` 9GN r --j - ASPHALT PAVFJAENT BEACHES AND COASTAL SYSS TEMS WEBSITE ®1 tM1e Ex P., WRITif Permission I Sam I. -Ti M 3 a�mp� 9 W�Ww� d 4 rw vii o o „A o O m A CC�o :D Z LL c/5> Q z UZ0 Q O o � U T Q Oce EL co U O ozs LU _x Lc) co W 00 -1 C01 m f } Z Q d z I�LLI LL Z Q O m o L Date 8/23101 Scale i•=2(1• Drawn By. MAP C.d. No. 011027 Plotted: 10/31/1211:433 Ret. Dwg. 980889 Held Book. 538/7 & FLD.SHT. SJD lob. No. 011027 Dwg. No. 2001D.141-NGVD BheeL 2 of 2 ZONING ANALYSIS - JADE 4 16901 Collins Ave 1 Sunny Isles Beach, Florida Zoning Districts Folio Number 31-2211-004-0020 Folio Number 31-2211-004-0010 'Lot Area Summary Gross Lot Area - - Site Development Standards(Section 265-35D) Section 26545 D(1) Minimum Lot Width Section 265-35 D(1) Minimum Lot Size Section 26545 D(2), b Maximum Height Section 26545 D(3) Lot Coverage - all principal and accessory buildinas ADD Inc IArchitecture+Design Sbudures whose rooftop level Is connected by walkways directly at the rooftop level to a multifamily structure, and that have a flat roof structure that is fully Improved with landscaping, usable plazas, terraces, active unenclosed recreation facilities and the like shall have a combined plot coverage of all structures. Including the above Section 265-35 D(4) Minimum Setbacks Section 265-35 D(4) a.1 Front Setback 75 Feet Required K U14 - I Tower Setback from Collins Ave (North /South) Pedestal Setback Front Driveway Structure and Drop-off) No portion of the garage structure shall extend above a dope beginning at the eIevailon of the publlc Sidewalk and rising east from the len-foot setback line nefoot venially for each four feel harizont ly A 13.83 Ft = Top of Structure B 6.00 Ft = Grade at Sidewalk A - B = C 7.83 Ft = Vertical Distance CX4=D 31.33 Ft E 10.00 Ft = ROW D + E = Required Setback for Height of Structure 41.33 Ft I s ...? Exception - Porte-cochere and/or guardhouse 50 feet s", d.l Exception- Parking structures 10 feet to Collins Ave ROW Section 265-35 D(4) b.1 Rear Setback Bulkhead line or 20 feet from the rearro - p perry line whichever is closer to Collins Avenue Pedestal Setback (Terrace over Beach Grill) from Bulkhead line Parking Structure (Below Grade) from Bulkhead line FL DEP Requirement (Pedestal) Seaward Edge of Existing Pedestals Tower Seaward Edge of Existing Habitable Major Structures Section 265-35 D(4),c.1 Interior Side Setbacks I View Corridors (For parcels 200 feet or more in width) - s-1 I v Primary Structure Minimum Side Setbacks Structures exceeding 20 feet above grade shall be 50 feel Pedestal Structures, Parking Garages and Accessory Structures Structures below 6 fl above grade None Hi her than 6 ft above grade max 50 ft) -. Notes Mixed Use - Resort District MU.R B - - Mixed Use - Resort District MU -R 14.75 Ft D 108317.00 SF - Gross Area 1 10.25 Ft 2.4 7Acres- ross Area 15.38 Ft South Side A v Proposed ' Notes 200 feet 301'-51/2" Compliant 20,000 sq.ft. 108,317 Square Feet compliant Controlled by minimum setbacks and FAA height restriction 649'-0' Compliant 80% max. 76.6% Compliant Sbudures whose rooftop level Is connected by walkways directly at the rooftop level to a multifamily structure, and that have a flat roof structure that is fully Improved with landscaping, usable plazas, terraces, active unenclosed recreation facilities and the like shall have a combined plot coverage of all structures. Including the above Section 265-35 D(4) Minimum Setbacks Section 265-35 D(4) a.1 Front Setback 75 Feet Required K U14 - I Tower Setback from Collins Ave (North /South) Pedestal Setback Front Driveway Structure and Drop-off) No portion of the garage structure shall extend above a dope beginning at the eIevailon of the publlc Sidewalk and rising east from the len-foot setback line nefoot venially for each four feel harizont ly A 13.83 Ft = Top of Structure B 6.00 Ft = Grade at Sidewalk A - B = C 7.83 Ft = Vertical Distance CX4=D 31.33 Ft E 10.00 Ft = ROW D + E = Required Setback for Height of Structure 41.33 Ft I s ...? Exception - Porte-cochere and/or guardhouse 50 feet s", d.l Exception- Parking structures 10 feet to Collins Ave ROW Section 265-35 D(4) b.1 Rear Setback Bulkhead line or 20 feet from the rearro - p perry line whichever is closer to Collins Avenue Pedestal Setback (Terrace over Beach Grill) from Bulkhead line Parking Structure (Below Grade) from Bulkhead line FL DEP Requirement (Pedestal) Seaward Edge of Existing Pedestals Tower Seaward Edge of Existing Habitable Major Structures Section 265-35 D(4),c.1 Interior Side Setbacks I View Corridors (For parcels 200 feet or more in width) - s-1 I v Primary Structure Minimum Side Setbacks Structures exceeding 20 feet above grade shall be 50 feel Pedestal Structures, Parking Garages and Accessory Structures Structures below 6 fl above grade None Hi her than 6 ft above grade max 50 ft) See Calc Below North Side A 8.75 Fl= Grade B 6.00 Ft = Zoning Sum (A -B) = C 14.75 Ft D 25.00 Ft = Top of Structure D -C=E 10.25 Ft (E / 2) x 3 = Required Setback 15.38 Ft South Side A 9.75 Ft = Grade B 6.00 Ft = Zoning Sum (A+B) = C 15.75 Ft D 25.00 Ft = Top of Structure D -C=E 9.25 Ft E / 2 x 3 = Required Setback 13.88 Ft 172'-3" / 87-4" complier See Calc Below 49'-11" Compliant None Proposed NA 10'-4" Below Grade compliant 0'-11" 10'-4" Varies Varies 50'-0" NA 20'-0" 27'-T Section 26545 0(10) Maximum Dwelling Unit Density em Penang. renaem parwng snap aoloe oy the aennroon untlerAmde 11 hantlicappedperb'ng, U. 1'. Apartments Base DU Density 50 DU per Acre Comp//ani D00 Dwelling Unit Density Bonuses 2.10 (FAR Increase Achieved with Bonuses) pmvitled/np,rpetuity,100% of the mquimdpar"mg""ybe permitted.. - 1 1 1-.' Calculation = 1 DU per Acre for each 0.02 FAR Bonus Increase 105 DU/Acre Increase 1 IC -': Max of 80 DU per Acre 80 DU per Acre Maximum 4 P i 5 c �p -- I Io - ' ALLOWED DENSITY INCREASE WITH BONUSES 80 DU per Acre North Property Section 265-23 0(2)A. INCREASE IN FAR THROUGH PURCHASED "TDR." 30.0% Standard Parking Spaces Provided 305.0 Parking Spaces ALLOWED DENSITY WITH BONUSES I PURCHASED "TDRs" 104 DU per Acre 90 DU per Acre Compliant _ TOTAL DWELLING UNITS CALCULATED 258 Dwelling Units 223 Dwelling Units Cornpliont Section 265-35 Oil I) Minimum Unit Size - - Compliant �.. Minimum Gross Floor Area Residential Dwelling Unit 550 sq.ft. 1,041 Square Feet Compliant 5 0(14) Section6-,11 Loading 2 r : -z 1 r I ., a D Size for one of required loading spaces in MU -R 11 feet wide x 35 feet long x 14 feet vertical clearance 11 Ft x 35 Ft x 14 Ft compnaut 9 Ft x 18 Ft Size standard required loading spaces 10 feet wide x 25 feet long x 14 feet vertical clearance 10 Ft x 25 Ft x 14 Ft Compnanl -• r"' Number of OffSheet Loedin Docks Over 100 Units 2 Spaces 2 Spaces Compliant None Provided NA Location: Loafing spaces shall riot be located within ;bon, sathadt arae except within 15 feet of a Side property line, and all aft -loading aclivily-heli occur SE, a,.a., jie;.- I-, Beach access bonus, Access Easement 0.10 All two -car garages 17 feet x 18 feet unobstructed space east crabs mint mf rack area. Loading medlrnes most he dedgnedw that vehicles actress and axil the site at Collins Avenue In a to anal-fion. Notmore NA 5 t- 2- 2C5,35 D.-.:... Public oceanfront park and open space enhancement bonus 0.20 Section 265-46 B than one loading space mayubl,ze a publicbeach access esseenenrpruvided that such easomentis not within 100 feet ofe signalized omsswalk on Collins TOTAL FLOOR AREA RATIO (WITHOUT TDRs) 4.60 103,800 Square Feet Level 49 to 52 Avenue and Ndherpmvfded matpaving materials cribs space and access lone meet the Gtys beach access walkway design standards and cations. At such 13,198 Square Feet Multifamily Dwelling (Per Ordinance No. 2012-0383) ADD'L PURCHASED "TDRs" CURRENT APPROVAL (22,764 SF) ties as a beach access aasemenua ublhadformadng activity, signage alerting the public ofe femp0mo,down, ofine walkwayshall be posted at the Spaces located within .,......, .,c -,r, .. Collin avenue and beach accesus ends ofthe easement enclosed loading dock compliant Section 26545 D(15) Open 5 ace .... _ ,... ,. - Guest Parking Min. 5 % required spaces for buildings without valet parking 0.0 Parking Spaces Limcf spedoponspow nothess than 40% ofth. foto110 area shall be pmvided.Regdmd open space maybe located at grade oron flat soudure Total FAR Area 646,978 Square Feet Refer to FAR Diagrams for details Nonresidential: Offices moflops.Pools and pool decks, unenclosedre recreational facilities lilies andpay-Aandlendscapedplazas maybe countedfowards the open space requimmenr provided mat not more than 50%ofthe required open space shall be in hard surfaced areas and all such paved areas be landscaped wffh shade bass and 1 Space per 300 GSF 2,0 Parking Spaces 2.0 Parkin S ccs Palms consistent with the recreational use cribs space. Publicly accessible open span providedin accordance with § 265-351)(9)(c)15/ Public oceanfront � TOTAL PARKING part and open space enhancements bonus. may be counted towards meeting the open space requirement. 4 9. lir illi Spaces compilant Compliant Minimum required open space of 40% of total lot area 43,327 Square Feet 60,387 Square Feet compliant Maximum allowed hardscape, 50% of required open space 21,663 Square Feet 20,051 Square Feet Compliant Parking Requirements - 9.0 Parking Spaces Section 26546 A OffStmet Parking General Tandem Parking 2 out of the 10 Req'd Spaces req'd to Accommodate Vans Compliant Section 26545 D(6), a Maximum Building Width (For parcels 200 feet or more In width). (Measured parallel to Collins Ave) 250 feet 201'-0" compnam em Penang. renaem parwng snap aoloe oy the aennroon untlerAmde 11 hantlicappedperb'ng, os chi 120%ofth.reulredof-d-t tldn "I offierthan Therertshall be requlreffid-11 properties, except esprovidedhmicbelow, a non,xduar. publicly accessible beach access easemenrlmk'ng Collins Avenue Comp//ani 49 maybe permittetl as tandem parb'ng. 1124 hrvalat sa �e pmvitled/np,rpetuity,100% of the mquimdpar"mg""ybe permitted.. 98.0 Parking Spaces .� 1 4 Bdrm (3,410 at max) by an abufting --rfy, ano•such eassmenf shall be over, across, under and through seidpmp,ry. Abutting beach access easements shall ba designed and 4 P i 5 c �p 5.8% /mpmvatl to Nnctianasaninfegmted de sign with a single pedestrian walkway clan expanded width to fully utilize the greareregective eassmenrvvrdlh North Property 2.0 Spaces per Unit afforded by the ebuft'easements.However, the City Commission may werre the beach access easement requirement where if is detennrnetl by the Zoning Standard Parking Spaces Provided 305.0 Parking Spaces compiler( complrani _ Tandem Parking Spaces Provided 124.0 Parking Spaces Compliant Compliant 1 Section 26545 D(9) Floor Area Ratio - ' Size of parting spaces Definition GFA: The floorame meawned from the exterorlaces of fhe exhmorwells, the exrerorfaces of euppomng exterorcolumns forany floornof enclosed by ex(enorwaffe,the centerline ofanyparfy wall separonng two buildings, or as measured from the ex(enorlace clap jedion, the area ofwhlch is included In this definition,- incl using common ce withi bash moms, ninon lobbies. acct common rest moms. This definition does narrndutle elavefore, atelrwells meferrooms, requiredpark'ng spaces within a patelli gerege, balconies and ancillary power equipment moms. ,. Parking Space Size 9 feet x 18 feet free from all obstructions 9 Ft x 18 Ft compthe r s -iron cacsr D, l� Floor space for interior balconies or mezzanines = Enclosed garage areas 8.5 feet x 18 feet free from all obstructions None Provided NA Compnant SE, a,.a., jie;.- I-, Beach access bonus, Access Easement 0.10 All two -car garages 17 feet x 18 feet unobstructed space None Provided NA 5 t- 2- 2C5,35 D.-.:... Public oceanfront park and open space enhancement bonus 0.20 Section 265-46 B Amount of Off Street Parking TOTAL FLOOR AREA RATIO (WITHOUT TDRs) 4.60 103,800 Square Feet Level 49 to 52 PURCHASED "TDRs" PREVIOUS APPROVAL(126,737 SF) 1.17 13,198 Square Feet Multifamily Dwelling (Per Ordinance No. 2012-0383) ADD'L PURCHASED "TDRs" CURRENT APPROVAL (22,764 SF) 2 11,556 Square Feet INCREASE IN FAR THROUGH "TDRs" •go 1.5 Sp/Unit (less than 1,800 sf) and 2.0 SplUnit (over 1800 SF) 425. Pa lei Sacs 4 7.0 Parkin Sacs compliant TOTAL FLOOR AREA SF WITH "TDRs" PURCHASED 647,735 Square Feetj Guest Parking Min. 5 % required spaces for buildings without valet parking 0.0 Parking Spaces compliant Total FAR Area 646,978 Square Feet Refer to FAR Diagrams for details Nonresidential: Offices 1 Space per 300 GSF 2,0 Parking Spaces 2.0 Parkin S ccs Compliant � TOTAL PARKING 427.0 Parking Spaces 4 9. lir illi Spaces compilant Compliant FBC Accessibility Ch 2 208.2 Total Number of Parking Spaces Provided ill Facility and Min Number of Req'd Accessible Parking Spaces 401 to 500 Spaces in Facility 19 Accessible Spaces Req'd 9.0 Parking Spaces 10.0 Parking Spaces Compliant 208.2.4 Van Parking Spaces 1 Van Space for ever 6 Required Accessible Spaces 2 out of the 10 Req'd Spaces req'd to Accommodate Vans 2.0 Van Designated (within 429 Sp) Compliant Compliant Section 265-35 D(5) Minimum Separation Between Buildings on the same site - Not Applicable Section 26545 D(6), a Maximum Building Width (For parcels 200 feet or more In width). (Measured parallel to Collins Ave) 250 feet 201'-0" compnam Section 265-35 D(8) Required Beach Access Easement 20 feet 20'-0" compliant Req'd Parking 1.5 Spaces per Unit 2.0 Spaces per Unit Therertshall be requlreffid-11 properties, except esprovidedhmicbelow, a non,xduar. publicly accessible beach access easemenrlmk'ng Collins Avenue 22.0% 49 "hey nhonrbeach. Such easementshall be a rrvn/mm uwidth olnofless than 20 Ascot locatedwithin a required side setback arae and on the side ofthe 2.0 Spaces per Unit 98.0 Parking Spaces Property dows(fo a signalizedpublic crossvalk on Collins Avenue end, whereapplicable. on the side adjacenf to an existing each access easement provided 1 4 Bdrm (3,410 at max) by an abufting --rfy, ano•such eassmenf shall be over, across, under and through seidpmp,ry. Abutting beach access easements shall ba designed and 4 P i 5 c �p 5.8% /mpmvatl to Nnctianasaninfegmted de sign with a single pedestrian walkway clan expanded width to fully utilize the greareregective eassmenrvvrdlh North Property 2.0 Spaces per Unit afforded by the ebuft'easements.However, the City Commission may werre the beach access easement requirement where if is detennrnetl by the Zoning Compliant A scent to Jade Bea h 8 and Planning Diredorin a written finding that, in the interest of protecting rhe public safety and welf re, pmVaffo ore beach accesaway of a midblock location 2.0 Spaces per Unit _ constitutes a potential safety hazaA seen mducementfo ill g Ip destdon crossingofCcOnsAvenum. orrmaybe waivadifthe pmpowdbeach aowssis Residential Levels No Flea; diacenfio a publlcpark Total Gross Area 1 Section 26545 D(9) Floor Area Ratio - ' I -,• Definition FAR' The numberwicularadby dividing the Gress Floor Am,(GFA)cribs building on a lot by the gross area offhaf lot. Definition GFA: The floorame meawned from the exterorlaces of fhe exhmorwells, the exrerorfaces of euppomng exterorcolumns forany floornof enclosed by ex(enorwaffe,the centerline ofanyparfy wall separonng two buildings, or as measured from the ex(enorlace clap jedion, the area ofwhlch is included In this definition,- incl using common ce withi bash moms, ninon lobbies. acct common rest moms. This definition does narrndutle elavefore, atelrwells meferrooms, requiredpark'ng spaces within a patelli gerege, balconies and ancillary power equipment moms. Definiff- GrossArea: Tha fora) oma of a parcel mduding submergedlends within a platted /of. Section 265-35 D(9),a.1 Calculating Floor Area Ratio -the following shall be included See FAR diagrams Exterior corridor from which access is gained to dwelling unit se.:n;., e= -s r•<,i, (1, Floor space of balconies, which encroaches on a setback or building separation sea�o•� zess= c.el." Ic Floor space for accessory uses s -iron cacsr D, l� Floor space for interior balconies or mezzanines ort9 a 1e Portion of enclosed parking exceeding 20 feet above grade and exceed req'd parking, unless structure is within primary use Section 265-35 D(9),a.2 Calculating Floor Area Ratio -the following shall NOT be included See FAR diagrams . Interior storage areas: 1 per unit, not exceeding 10% average dwelling unit interior area and not attached to the living space of Section 265-35 D(9),b Maximum Floor Area Ratio s 1 Drv:),b Base FAR Ratio 2.50 Section 265-35 D(9),c Floor Area Ratio Bonuses - SE, a,.a., jie;.- I-, Beach access bonus, Access Easement 0.10 se, I 26S K Dis,,c to Beach access bonus, Access trust fund contribution bonus 0.20 sod ^l,;-35 .1,' c Public beach recreational enhancement bonus 0.60 se1:1,o:, ::56::3 _Msi - j Collins Avenue public sheetscape enhancement bonus 0.60 S, A,, ze;-s s r a Sunny Isles public parking bonus 0.20 5 t- 2- 2C5,35 D.-.:... Public oceanfront park and open space enhancement bonus 0.20 s I . Dic, s Educational and cultural infrastructure bonus 0.20 8 TOTAL FLOOR AREA RATIO (WITHOUT TDRs) 4.60 103,800 Square Feet Level 49 to 52 PURCHASED "TDRs" PREVIOUS APPROVAL(126,737 SF) 1.17 13,198 Square Feet 52,792 Square Feet ADD'L PURCHASED "TDRs" CURRENT APPROVAL (22,764 SF) 2 11,556 Square Feet INCREASE IN FAR THROUGH "TDRs" •go 55 TOTAL FLOOR AREA RATIO (WITH TDRs) 6,98 805,170 Square Feet TOTAL FLOOR AREA SF WITH "TDRs" PURCHASED 647,735 Square Feetj 646,978 Square Feel compliant PROJECT #:12120.00 Jnr nnaly lntial Program of Units 18.8% 18.8% No Units 42 4 U it T e 1 Bdrm 1 043 sf max 2 Bdrm (2, 4 s max) Req'd Parking 1.5 Spaces per Unit 2.0 Spaces per Unit 63.0 Parking Spaces .0 lir ' g a as 22.0% 49 3 Bdrm (3,117 sf max) 2.0 Spaces per Unit 98.0 Parking Spaces 30.0% 1 4 Bdrm (3,410 at max) 2.0 Spaces per Unit 4 P i 5 c �p 5.8% 13 5 Bdrm (4,908 sf max) 2.0 Spaces per Unit 26.0 Parking Spaces 3.6% 8 Lower Penthouse 15 Bdrm (5,098 sf max) 2.0 Spaces per Unit 16.0 Parking Spaces NonResidential Program Lobby Level Commercial Office Space (600 SF) 1 Space per 300 GSF 2.0 Parking Spaces Area Summary Per Floor Configuration - Gross Area listed is Enclosed Area Only. Balcony and Slab Elements are Excluded. Parking Levels No Firs Gross Area Total Gross Area Parking Level -3 1 82,630 Square Feet 82,630 Square Feet Parking Level -2 1 82,630 Square Feet 82,830 Square Feet Parking Level -1 1 57 800 Square Feet 57 800 Square Feet 3 223,060 Square Feet Residential Levels No Flea; Gross Area Total Gross Area Level (Ground) 1 19,855 Square Feet 19,855 Square Feet Level 1 1 12,618 Square Feet 12,618 Square Feet Level 1 15,031 Square Feet 15,031 Square Feet Level 3 to 23 21 15,945 Square Feet 334,845 Square Feet Level 24 to 35 12 14,591 Square Feel 175,092 Square Feet • Level 36 to 40 5 13,605 Square Feet 68,025 Square Feet Level 41 to 48 8 12,975 Square Feet 103,800 Square Feet Level 49 to 52 4 13,198 Square Feet 52,792 Square Feet Level 53 to 54 2 11,556 Square Feet 23,112 Square Feet 55 805,170 Square Feet Total Gross Area 1,028,230 Square Feet Total FAR Area 646,978 Square Feet Refer to FAR Diagrams for details Residential Program Summary No of Levels No Firs Level 0 (Ground) 1 Level 1 1 Level2 1 Level 3 to 23 21 Level 24 to 35 12 Level 36 to 40 5 Level 41 to 48 8 Level 49 to 52 4 Level 53 to 54 2 55 1 Bdrm 2 Bdm1 3 Bdrm 4 Bdm1 5 Bdrm 5 Brdm Low PH 7 Bdrm Up PH Total 2 Per Flr 42 Total 2 Per Flr 42 Total 2 Per Flt 42 Total 6 Per Fir 126 Total 3 PerFlr 36 Total 1 Per Flr 12 Total 4 Per Fir 48 Total 1 Per Flr 5 Total 1 Per Flr 5 Total 1 Per Fir 5 Total 3 Per Flt 15 Total 1 Per Flt 8 Total 1 Per Fir 8 Total 1 Per Fir 8 Total 3 Per Fir 24 Total 2 Per Flt 8 Total 2 Per Flt 8 Total 18.8% 42 Total 18.8 % 42 Total 22.0 % 49 Total 30.0% 67 Total 5.8 % 13 Total 3.6 % 8 Total 1 Per Fir 2 Total 0.9 % 2 Total 1 Per Fir 2 Total 223 Total All �_2_r_ SITE PLAN SUBMISSION 11-02-2012 11-262012 11 1x-03-2012 R2 A-3 MUR Mixed Use Residential 1 TCD Town Center District RMF -2 High Density Multifamily Recreation &Open Space PROJECT #: 12120.00 ILocation Plan & Zoning Designation o E e SITE PLAN SUBMISSION It 02-2012 A-4 125 STANDARD (4 HC + 56 TANDEM 181 TOTAL SPACES SEE E3 FOR HANDICAP PARKING DETAILS ENCLOSED AREA BREAKDOWN TYPE FAR NONFAR Residential Units 0sq. ft. 0sq. ft Amenities - -0sq. ft 0sq. ft Common -FAR - 0sq.ft 0sq. ft.- Coirifj7on�NonF1tR�;?� Service/ Back of House 0sq. ft. 0sq. ft. Parking Garage 0sq. ft. 79,382 sq. ft SUBTOTALS 0 sq. ft. 1 82,630 sq. ft TOTAL ENCLOSED 82,630 sq. ft. NOTE: BALCONY AND SLAB ELEMENTS ARE EXCLUDED 0' 20' 40' `V o£ "v 12 o v.�o m�� u � V r9a N m 3 O F 12 3 SITE PLAN SUBMISSION 11 02-2012 11-262012 RI I Proposed Garage Level .03/1 �-1 PROJECT #: 12120.00 SCALE: 1" = 20'-0" 1 0' 20' 40' PROJECT #: 12120.00 1 119 STANDARD (4 HC) + 58 DEM 177 TOTAL SPACES SEE E3 FOR HANDICAP PARKING DETAILS ENCLOSED AREA BREAKDOWN TYPE FAR NON FAR Residential Units 0sq. h. 0sq. ft. Amenities - 0sq. ft - 0sq. fL - Common -FAR - 0sq.fL -0 sq. fL Co}nm41A Non FxR# �,,, r.x A"s`q.h, lair m3348 gq.ft ; Service/ Back of House 0sq. h. 0sq. fL Parking Garage 0sq. h. 79,382 sq. IL SUBTOTALS 0sq. h. 82,630sq.h. TOTAL ENCLOSED 82,630 sq. h. NOTE: BALCONY AND SLAB ELEMENTS ARE EXCLUDED IProposed Garage Level -02 SCALE: 1" = 20'-0" W ov �, n i Q 'c o� SITE PLAN SUBMISSION 11-02-2012 11-26-2012 RI A-6 1 61 STANDARD (2 VAN HC) + 10 TANDEM 71TOTALSPACES SEE E3 FOR HANDICAP PARKING DETAILS ENCLOSED AREA BREAKDOWN TYPE FAR NON FAR Residential Units Osq.ft. 0sq. fL Amenities - - 0sq. ft. Osq.fL Common -FAR - 0sq.fL - 0sq. fL Cotsjino'0 ybn FAB!s rR1 fR. tis4$�lt „3,248sq.t¢'?I Service/ Back of House Osq. ft. 1 0sq. fL Parking Garage 0sq. ft. 54,552 sq. ft. SUBTOTALS Osq. ft. 57,800sq. ft TOTAL ENCLOSED 57,800 sq. ft. NU t t: tsALUUN Y AN SLAB ELEMENTS ARE EXCLUDED 0' 20' 40' SITE PLAN SUBMISSION 11-022012 11-26-2012 RI I Proposed Garage Level -01 lo PROJECT#:12120.00 SCALE: Y'= 20'-0" ENCLOSED AREA BREAKDOWN TYPE FAR NON FAR Residential Units 0sq. ft 0sq. ft Amenities 9,148 sµ ft 0sq. fL - Common -FAR - 918 sq.ft. 0 sq. ft. o Service/ Back of House Osq.ft. -5,646 sq. ft Parking Garage 0sq. ft. 0sq. IL SUBTOTALS 10,066 sq. 9,789 sq. ft. TOTAL ENCLOSED 9,85ft. 15 sq.ft. NU 1 t: MALIAN AND SLAB ELEMENTS ARE EXCLUDED I LOADING I % L - 'ZONE :� � LOADING 1028-T- FPL DOCK I LOADING I- TRANSFORMER ZONE / 1 EG SWGR GENERATOR TRANSFORMER GRILL f o x lU5 ire 4� FP FIRE PUMPrt sTc.rr h IL TOILETS -p BEACH GRILL 1� �, ,CHILDREN o ZPMPAT & / ;TEEN 0' 20' 40' JJyl W a K � C Q m as _ Ic-2(o-iZl I FTov 2 " n o �N q I c, 3 SITE PLAN SUBMISSION 11-02-2012 11-26-2012 RI PROJECT #:12120.00 I P Aopose 0'-0" 0 /1 0 0 �c C RESTROO S � o I E-1 I I FCC / I / CLUB c CLUB, j ROOM _ o TORAGE/PREP / a / �� / COOKING / / DINING LOUNGE � / / DINING 1 Ilulluiw / 0' 20' 40' JJyl W a K � C Q m as _ Ic-2(o-iZl I FTov 2 " n o �N q I c, 3 SITE PLAN SUBMISSION 11-02-2012 11-26-2012 RI PROJECT #:12120.00 I P Aopose 0'-0" 0 /1 0 0 ENCLOSED AREA BREAKDOWN NON FAR TYPE FAR NON FAR Residential Units 0sq. ft. 0sq. ft. Amenities 9,919 sq. ft.' - 0sq. ft. Common - FAR - 578 sq.ft. 0 sq. ft. C4Mr!?on Hon FART' ''; .Qsq ft, „3,121 sq Service/ -Back of House 0 sq. k. 0 sq. h Parking Garage 0sq. k. 0sq.h SUBTOTALS 9,497 sq. ft. 3,121 sq. ft. TOTAL ENCLOSED 12,618 sq. h. NU 1 t: UALUUNY ANU SLAB ELEMENTS ARE EXCLUDED �mmmmm� 0' 20' 40' PROJECT #:12120.00 2 (Proposed Level 1 SCALE: 1"' = 20'-0" ENCLOSED AREA BREAKDOWN TYPE FAR 1 NON FAR Residential Units 0 sq, k. 0 sq. h Amenities - 1A02 sq. ftj 0sq. h Common -FAR - 2sq.ft. 0sq.h Comryiory Non FARC!^ „0 sq, ,E 2,'40754h' Service/ Back of House 0sq. h.- 0sq. k. Parking Garage 0sq. ft. Osq.ft. SUBTOTALS 12,124 sq. k. 2,907 sq. fL TOTAL ENCLOSED 15,031 NU 1 E: UALUUNY AND SLAB ELEMENTS ARE EXCLUDED 1 I Proposed Level 2 SCALE: 1" = 20'-0" W O a o E o SITE PLAN SUBMISSION 11-02-2012 11-26-2012 RI A-9 rIla � .� MENS - WOMEN'S CHANGING - CHANGING --ROOMS' TERRACE ROOMS HOA - FITNESS& 1 1. SPA -.RECEPTION '.STORAGE: .TREATMENT a ROOMS 1 I Proposed Level 2 SCALE: 1" = 20'-0" W O a o E o SITE PLAN SUBMISSION 11-02-2012 11-26-2012 RI A-9 ENCLOSED AREA BREAKDOWN TYPE FAR NON FAR Residential Units 12,488 sq. ft. 0 sq, ft Amenities --0sq. ft. 0sq. ft. Common - FAR 543 sq.ft. -0sq. ft. Commo[IvNoR FAR,+ � + 'Q.sgh, ,, ,2,914sgft,^e`i Service/ Back of House 0sq. ft, 0sq. ft. - Parking Garage 0 sq. ft. 0 sq. ft. SUBTOTALS 13,031 sq. ft 2,914 sq. ft. TOTAL ENCLOSED 15,945 sq. R. NU I t: BALCONY AND SLAB ELEMENTS ARE EXCLUDED 4BEDROOM 3,291 S.F. ENCLOSED ED ENCLOSED AREA BREAKDOWN TYPE GENERAL REVISIONS INCLUDE NON FAR 1. SIMPLIFICATION OF ROOM LABELS 0' 20' 40' 2. ADDITION OF UNIT TAG AND SF Amenities . 2 I Proposed Level 3.23 SCALE: 1"' = 20'-0" PROJECT #:12120.00 Common -FAR - 4BEDROOM 3,291 S.F. ENCLOSED ED ENCLOSED AREA BREAKDOWN TYPE FAR NON FAR Residential Units 11A30sq.ft. Oso. ft Amenities . 1 0 sq. ft. 0 sq. ft Common -FAR - 454 sq.ft.. 0sq. ft Coin{riofi Non FAR,,,„' gis:h. 4 4 2;707 sgft;~'i Service/ Back of House Osq: ft. 0sq. ft Parking Garage Osq.ft. 0sq. fL SUBTOTALS 11,884 sq. ft. 2,707 sq. ft TOTAL ENCLOSED 14,591 sq. ft. NU I t: ISALUUNY AND SLAB ELEMENTS ARE EXCLUDED 3BEDROOM 2,766 S.F. ENCLOSED GENERAL REVISIONS INCLUDE - 1. SIMPLIFICATION OF ROOM LABELS 2. ADDITION OF UNIT TAG AND SF 1 I Proposed Level 24-35 SCALE: 1” = 20'-0" o E e v y v o E � N o ,Tot N G of � N v v o 0 3 Oar- 3 SITE PLAN SUBMISSION 11-02-2012 11-262012 RI ENCLOSED AREA BREAKDOWN 1 TYPE FAR NON FAR Residential Units 10,444sq.ft. - Osq.fL Amenities - - - 0sq. ft. 0sq. IL Common - FAR 454 sq.ft. - 0 sq. ft. Cojiriio0 Sq i== Service/ Back of House Service/ Back of House -0sq. ft. 0sq. ft. Parking Garage 0 sq. ft. 0 sq. ft.— .SUBTOTALS SUB LS 10,898 sq. ft. 2,707 sq. ft. TOTAL ENCLOSED 13,605 sq. ft. 1-1 c: nALUUN Y ANU SLAB ELEMENTS ARE EXCLUDED 3BEDROOM 2,827 S.F. ENCLOSED ENCLOSED AREA BREAKDOWN 1 TYPE GENERAL REVISIONS INCLUDE' NON FAR 1. SIMPLIFICATION OF ROOM LABELS 0' 20' 40' PROJECT #:12120.00 2. ADDITION OF UNIT TAG AND SF 2 I Proposed Level 36-40 SCALE: 1"' = 2.0'-0" 3BEDROOM 2,827 S.F. ENCLOSED ENCLOSED AREA BREAKDOWN TYPE FAR NON FAR Residential Units 9,993 sq. fL 0sq. ft. Amenities - - 0 sq. R 0 sq! fL Common -FAR - .7439 sq.fL- -0 sq. IL Common Non FA—R " i O;sj:/L , ,a2,Sg3 Sq i== Service/ Back of House 0 sq. ft. 0 sq. fL Parking Garage 0sq. ft. 0sq. ft. SUBTOTALS 10,432 sq. ft. 2,543 sq. fL TOTALENCLOSED 12,975 sq. ft. rvU 1 M: UALUUNY ANL) SLAB ELEMENTS ARE EXCLUDED 3BEDROOM 2,712 S.F. ENCLOSED 1 GENERAL REVISIONS INCLUDE' 1. SIMPLIFICATION OF ROOM LABELS 2. ADDITION OF UNIT TAG AND SF 1 I Proposed Level 41-48 SCALE: 1" = 20'-0" Ic—'L6'f2- o E v .a y v 0 0 A m m c «�o =v=oi v � 3 o O 3 SITE PLAN SUBMISSION 11-02-2012 11-2G-2012 R1 ENCLOSED AREA BREAKDOWN TYPE 1 NON FAR Residential Units - 0 sq. h. Amenities - 0sq. k. Common-FAR - N10,215 0sq.IL to¢nmgn, Nok#.Ak Service/Back of House- Osq.ft 0sq. ft. Parking Garage 0sq. ft. SUBTOTALS 10,658 sq. k. 2,540 sq. h. TOTAL ENCLOSED 13,198 sq. h. NOTE: BALCONY AND SLAB ELEMENTS ARE EXCLUDED 5BEDROOM 5,171 S.F. ENCLOSED ENCLOSED AREA BREAKDOWN TYPE 1 NON FAR GENERAL REVISIS INCLUDE: 8,676 sq. R. 1. SIMPLIFICATIONONOF ROOM LABELS Amenities - - 2. ADDITION OF UNIT TAG AND SF 0' 20, 40, Common -FAR 465 sq.ft. 2 ( Proposed Level 49-52 SCALE: 1" = 20'-0" PROJECT #:12120.00 5BEDROOM 5,171 S.F. ENCLOSED ENCLOSED AREA BREAKDOWN TYPE FAR NON FAR Residential Units 8,676 sq. R. Osq.fL Amenities - - 0sq. ft. - Osq.ft. Common -FAR 465 sq.ft. 0 sq. ft Common, WO Service/ Back of House Osq. ft. Osq.ft Parking Garage 0sq. ft. Osq. ft SUBTOTALS 9,141 sq. ft. 2,415sq.h TOTAL ENCLOSED 11,556 sq. h. NOTE: BALCONY AND SLAB ELEMENTS ARE EXCLUDED 7BEDROOM 8,676 S.F. ENCLOSED 1 GENERAL REVISIONS INCLUDE• 1. SIMPLIFICATION OF ROOM LABELS 2. ADDITION OF UNIT TAG AND SF 1 I Proposed Level 53-54 SCALE: 1" = 2.0'-0" L o E v F° 0 0 m � �0 a+oo 3 Orr= 3 SITE PLAN SUBMISSION 11-02-2012 11-26-2012 RI QE3� 2 LOT COVERAGE DIAGRAM Lot Coverage (Garage Below) 82,921 GSF Site Area 108,333 GSF TOTAL 76.6% . ....................... . _ _ ...• Site Area 108,333 GSF Area Covered by Building 36,977 GSF Drive Areas IL `I _ — — —— — — — — — — — _ —.— — i � I I 60,387 SF 56% Open I t I I 1 1 LOT COVERAGE (GARAGE BELOW) I * - 82,921 GSE I I I I - Move OF TOWE0. r ABOVE HH I � I ( � I � I I I I I I� i[ I f 1 i I : I - I SRE AREA 188,333 GSF _ I ' }........� I�1 4. ..� I ..... ..... �...... ..................... ........ .......... PROJECT #: 12120.00 ILot Coverage Diagram NO SCALE 1. r 'd r'YiYq'9§'✓,11°Y _ .... 08,333 GSF - 5 f 1 4RIVEGARFA •• .. ..-_ tr �f�` , i ... ,413 SF , f t/' • .. ... Y /tom � � }`Y 11 i /• l 17 f - • / AREA COVERED / f- } BY BUILDING sk 36,91] GSF Y DRIVE AREA 6,556 GSF- f i OPEN SPACE DIAGRAM Site Area 108,333 GSF Area Covered by Building 36,977 GSF Drive Areas 10,960 GSF TOTAL 60,387 SF 56% Open IOpen Space Diagram NO SCALE HARDSCAPE DIAGRAM Hardscape Areas 20,051 GSF Open Area 60,387 GSF TOTAL 33% of Open Space IHardscape Diagram NO SCALE W Z n o - I TV SITE PLAN SUBMISSION 11-02-2012 11-26-2012 R1 F PROJECT #:12120.00 B-0 Site Plans B-1: Proposed Overall Site Plan 13-2: Roof Site Plan 13-3: Offsite Sketch Map ter. W Q - ��f26�1ti o E e a9 v F v o v moY vom� SITE PLAN SUBMISSION 1102-2012 We] J Z�yl _j Z V�BBa" -1 N53'43"E-350.79' I I-11Qy e, 1 17 ET k - - - - - - - - - Lu 17FOFTFL U) Lu U) 11'X35' CE LOADING 3ZONE ✓z 77� L _j z LOADING 10'x25' FPL FOISETUPAR­ D DUCK LOADING TRANSFORMER U) ftlrml� w EG SWGR z TO GARAGE RAMP DOVVN GENERATOR TRANSFORMER w fE� GRILL uj >< A FP FIRE PUMP 1-C 4 T 7- NT—StiiiKPOOL c b MECH 1/2 PRE 7 c:) IT 0) RAMP UP B4H GRILL DO! DWB %IHLI— CHILDREN c c TELECPMP I & 06 RAM owN TEEN Lr) 00 TRAGE uj to z 08 < -n - z I 1;� i;= I �% ��, �._y/ _ i PROPOSED 0 � e5 �J!L, z STORY TOit GAGES�CK Lu j ill n' -2 RES60 < Li Li ADA IMENT F _j FCC I T or CLUB TRAFFIC SIGNAL EASEMENT ROOM p o IrCLUB BA CLU TORAGEPRE G 10-4 ETUPAREA E COOKING LOUNGEDNI E ININ 'A -AGIC TOWER 50V SIDE SETBACKABOVE20V IN HEIGHT 0 Of -- - ----- tt PLAN—MMM- __- 12 11-02-2012 Mu " _q, it -26-z072 B1 BAN BAN CABANA ✓ Att JVl32' 01 16, 12 PROPERTY LINE S86'5343"W - 371.32' 7 Proposed Ovorall ite Plan PfjEjLT # '12120.00 Aak; SCALE: 1'-0"1/16" �ED� 1 I'1 r I '1 I i I f II. uj Vl W I p I. O a Lu J IW {/ Q U I R' U \I -J I t( J I \ 'TRAFFIC SIGNAL\ I _ / C I i l� L� I L� I U II 0' 16' 32' V ( i flJ J P ELT #1 12120.00 I TO 11 III LU z fli Z J a Iq AiXUPY11653'43"E-350.79' F o f , . ? I Proposed Roo SCALE: 1'-0"=1/16 _c J/- _ �� _._FOISET UP ARFQO I / 1 t ,i 0 r Iq AiXUPY11653'43"E-350.79' CABANA m FD SETUP AREA 0' Y1�171 — — —-- I _.,. F o f , . ? I Proposed Roo SCALE: 1'-0"=1/16 _c J/- _ �� _._FOISET UP ARFQO I / 1 ,i 0 r ET UP AREA i Y GA ESE 0 UNOCCUPIhD SLAV EXTENSION SUNSCREEN FRONT TOW `: I SE ' q , ACK CABANA m FD SETUP AREA 0' Y1�171 — — —-- I _.,. E UNOCCUPIED SLAB EXTENSION SUNSCREEN F o f , . ? I Proposed Roo SCALE: 1'-0"=1/16 _c J/- _ �� _._FOISET UP ARFQO 1 E UNOCCUPIED SLAB EXTENSION SUNSCREEN F J F'RUF'tRTY LINE 1586°53'43"W - 371.32' F o f , . ? I Proposed Roo SCALE: 1'-0"=1/16 ,i i Y 0 F J F'RUF'tRTY LINE 1586°53'43"W - 371.32' F o f , . ? I Proposed Roo SCALE: 1'-0"=1/16 ♦O, 10a 00 10 Plan 1p w Z w W Q z Z 0 Q 0 J Ow W I- Cd 00 G (.0 ,I\O 2 �vM V � C 4 Q yF Q � v m O m SITE PLAN SUBMISSION 11-02-2012 11-262012 111 128' T Offsite Sketch Map PROJECT #:12120.00 SCALE: 1'-0" = 1/64" W D Q o E w 2 3m o mc, g N o y o 0 3 3 SITE PLAN SUBMISSION 1102 2012 0Q� C-0 FLOOR PLANS C-1: Proposed Under Ground Garage Level -03 Floor Plan C-2: Proposed Under Ground Garage Level -02 Floor Plan C-3: Proposed Under Ground Garage Level -01 Floor Plan C-4: Proposed Level 0 Floor Plan C-5: Proposed Level 01 Floor Plan C-6: Proposed Level 02 Floor Plan C-7: Proposed 03-23 & 24-35 Level Floor Plan C-8: Proposed 36-40 & 41-48 Level Floor Plan C-9: Proposed 49-52 & 53-54 Level Floor Plan C10: Proposed Roof Plan L-' PROJECT #:12120.00 u W a i SITE PLAN SUBMISSION 1I-022012 I L L L 'Ian g Efl Lu I,, n0 O V < < O E �o SITE PLAN SUBMISSION 7I-02-2012 'Ian g Efl ` 4 W a f� O O ) M O � K Q m Q L _ � C � O !I E v � �m o r E ~ vii O 0 d m L W C N N � 9 3 3 SITE PLAN SUBMISSION 11 02-7012 Floor Plan ((� E �l-Z(o-r2 v� 3 � 0 0 a po 33 O ter= 3 SITE PLAN SUBMISSION t1 -o2-2012 11-26-2012 Ft MC4 � I z I W I� .c/) J I \ -� I TRAFFIC SIGNAL E I I v Q ' I I � I ,Q I7Ti II 0' 18' 32' V � 1 rz P EIkT #� 12120.00 _- m O �� O O 0-0 3ff 0 0 pz .nox U U :0),+Q TFD SET UP AREqO ---_---- e I --q- ---- I ----------- I I I I I d i I I GARAGE / I I � I I I Extract` / \ I \I c\ FD�ETUPARFA\ Ir I I I II I I I I II I I I v I I 10'FPLEASEMENT TOBEVACATED TOWER 50'-0• SIDE SETBACKABOVE 20'V IN HEIGHT' I 2zw, 0 r. —1 y—rvi----- -- I— I BREAKFAST - 1,177 SOFT. I I u u I I I I II Q I SECURI I I I � r. I I El I / ` o SALES ' MAIL ROOM / o CONCIERGE / ONCONF. / CF.I FDrET UP AREA / -: ROO / I % I 1I . o BUSINESS PENT& I I I f / / — 1 — TOWER 59-V SIDE SETBACKABOVE 20'-0'IN HEIGHT ___ XXAu I / 1 I / I I I -------I---�----------- z w PROPERTY s� OCEANFRONT PARKEASEMENT 10,1578F -v I I I I I I I I I I I I GENERAL REVISIONS INCLUDE 1. LANDSCAPE UPDATE I ------------------------------ , —I E S86°53'43"W-371.32' o" o z o ro oS@p L@Y�I 01 p w � SCALE: 1'4' = 1/16" � 1 J LL Q Lu m U) W J V) Z Z D cn w qqe Z W U) QZ Q J J r O 0) i 1- 06 d 00 d CID 0 � 06 a1 O d ^E _ Nam yam Q Q r _ iC G J I(-2(,-/2 SITE PLAN SUBMISSION 1"24012 1-262012 R1 0 � loor Plan � o — --------- -- ------- ei- z, — ----------- - - o Flo PROPERTY LI�Ej N86-53 3-E - 350.79' — — — - --------- 01 16' 32' E(T #i 12120.00 j zw PROPERTY LINE I S86'5T43-W - 371.32Tpr7o- oseT �evel 02, Floor Plan W! g I SCALE: V-0" = 1/ 16" FT o 10 a 3A SITE PLAN SUBMISSION 1�1 22012 -26-2012 RI WE ui cf) -j 01 16' 32' E(T #i 12120.00 j zw PROPERTY LINE I S86'5T43-W - 371.32Tpr7o- oseT �evel 02, Floor Plan W! g I SCALE: V-0" = 1/ 16" FT o 10 a 3A SITE PLAN SUBMISSION 1�1 22012 -26-2012 RI WE 0' 16' 32' PROJECT #:12120.00 2 I Proposed Level 3-23 Floor Plan SCALE.: 1' -0" = 1/ 16" 1 Proposed Level 24-35 Floor Plan SCALE: 1'-0" = 1/16" Img �a oTe oo v0. SITE PLAN SUBMISSION 1:102-2012 -26 2012 HI 0' 16' 32' PROJECT #:12120.00 2 I Proposed Level 36-40 Floor Plan SCALE: V- 0" = 1/ 16" W a o E or � 3m 0 N $ A L C v o m 3 SITE PLAN SUBMISSION 1102-1012 17-26-2012 N1 1 I Proposed Level 41-48 Floor Plan o SCALE: 1'-0" = 1/ 16" 0' 16' 32' PROJECT #:12120.00 2 I Proposed Level 49-52 Floor Plan SCALE: Y-0" = 1/16" SITE PLAN SUBMISSION 111 02-2012 -262012 R1 IProposed Level 53-54 Floor Plan (K�El(-) SCALE: 1'-0" = 1/16" �J ROOF LEVEL (637'-4") 0' 16' 32' C� MECHANICAL LEVEL (627'-4") MECHANICAL/PENTHOUSE LEVEL (615'-4") n 0 - II -u"-12 'I o E v .o v v o E 0 v m o m I O � t= SITE PLAN SUBMISSION 11 02-2012 I Proposed Roof Plans o O PROJECT #:12120.00 SCALE: Y-0° = 1/16" D-0 ELEVATIONS D-1: Proposed North and South Elevations D-2: Proposed East and West Elevations D-3: Proposed Section D-4: Zoning Setback Sections PROJECT #:12120.00 aw o E 0- v o u m W C ate. N 'p N C � W O O 013- 1- SITE PLAN SUBMISSION 1102-2012 rI 2 I Proposed South Elevation I Proposed North Elevation o' az' ea' SCALE: 1'-0" =1/32" 1 SCALP 1'-0" = 1/32" a �� r��� 2 I Proposed East Elevation �� I Pro osed West Elevation o' sz sa u SCALE: 1'-0" =1/32" 1 SCALE: 1'-0" = 1/32" 3W1A1N3dUd �_ Ivoman: I I I I 1 I I I I 1 I I 1 I I I I I I I I I I I I 1 I I I 1 II I I f i f f I f I I I I I I I I I 1 1 I I I I I 1 I I 1 I I I I 1 I I I I I 1 I i I I I I 1 1 1 I I I I I 1 I I I I I I I I I I 1 I I 1 I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I 1 1 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I 1 1 1 I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I 1 0' 32' 1. PROJECT #:12120.00 IProposed Longitudinal Section SCALE: V-0" = 1/32" Uj a n o .- v�i W m a m o N V Q Q O o€ v� 3m amn� z m c v o 0 3 O F r 3 SITE PLAN SUBMISSION 1102-2012 W3 dl 8 8 8 8I I I I I E ( I I I I I I II I I I I I I I I I I 1 1 I I 1 I 1 I I I I I I I I I 1 1 1 I I I I 1 I I I I I I I 1 I I i I I I I I I I I I I 1 1 I I 1 I I I I I I I 1 I I I I I I I I 1 I I 1 1 I I i I 1 L L I I 1 I L L L L Y I 1 Y Y 1 1 1 I I I 1 1 1 1 1 . I I I I I 1 I I I I 1 I I 1 I I I I I I I I I I I I 1 I I I 1 II I I f i f f I f I I I I I I I I I 1 1 I I I I I 1 I I 1 I I I I 1 I I I I I 1 I i I I I I 1 1 1 I I I I I 1 I I I I I I I I I I 1 I I 1 I I I 1 I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I 1 1 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I 1 1 1 I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I 1 0' 32' 1. PROJECT #:12120.00 IProposed Longitudinal Section SCALE: V-0" = 1/32" Uj a n o .- v�i W m a m o N V Q Q O o€ v� 3m amn� z m c v o 0 3 O F r 3 SITE PLAN SUBMISSION 1102-2012 W3 TOP OF BLAB (LOBBY) VI 25-0' (NGVD) w ZONING REQUIREMENT 14'-9" (NGVD) v -d TOP 0T SLAB (AMENITIES) - 3m GRADE AT SIDEWALK_ o 0 � � N 8'-9" (NGVD) A s O' 16' 32' PROJECT #: 12120.00 TOP OF RAMP SLAB @ PT. CLOSESi_T 13'-30" (NGVD) GRADE ATSIDEWALK_ _ �- 6'-0" (NGVD) 2 I Zoning North Setback Section SCALE: 1'-0" = 1/ 16" 3 I Zoning Front Setback Section SCALE: 1'-0" = 1/ 16" 1 I Zoning South Setback SectionD D A SCALE: 1'-0" =1/ 16" VI w _ TOPOF SLAB (LOBBY) v -d - �— 25'-0' (NGVD) - 3m ZONING REQU]REMENT o 0 � � N 15'_9" (NGVD) A s — - -TOP OF SLAB (AMENTf]ES) V N m 3 13'•0" - _GRADE AT SIDEWALK 9'-9- (NGVD) SITE PLAN SUBMISSION 1102-2012 11-26 2012 117 1 I Zoning South Setback SectionD D A SCALE: 1'-0" =1/ 16" e❑ E-0 DETAILS E-1: Enlarged Plans and Enlarged Elevation E-2: Site Enclosure E-3: Exhaust detail and Typical Handicap Parking details W Q SITE PLAN SUBMISSION 1102-2012 NEW SHEET 1 � 0 51 ENLARGED Elevation SCALE: 1'-0" = 3/32" 41 ENLARGED PLAN SCALE: 1'-0" = 3/8" I ooM �uQ as._ g IENLARGED PLAN SCALE: 1'-0" = 3/8" PROJECT #: 12120.00 21 ENLARGED PLAN SCALE: 1'-0" = 3/8" 1 I ENLARGED PLAN SCALE: 1'-0" = 3/8" � I - o E °1 v y v v o v N1'v SITE PLAN SUBMISSION 1 2-2012 -26-2012R] NEW SHEET 7�� 1 I r D❑ I JA J.41i: \&I, I H:- i DE I Lu zcr I co p to co uj ni ENTRANCE 01 PROJECT #:12120.00 DEVELOPED BY FORTUNE INTERNATIONAL CREATED BY HERZOG & OE kif.L;RON 300'-0" 888.612.1057 jadomodem.com PROPOSED ENCLOSURE FENCE PROPERTY LINE 031-52,,E - 301.46' COLLINS AVENUE STATE ROAD AIA 1"L]i ,, 1 � 'y DEVELOPED BY FORTUNE INTERNATIONAL - I t� / (1- 1 A 1) E G ("--) i'v-11. INI C34 .S) 0174EATFL) BY mIERZOG & DE MFoRON 2 (BANNER ELEVATION SCALE: V-0" = 3/32" ci ti d.A Lf) -2 CO CO 1 eV 6 Lu Lu 0 II V1 IL -2 Up I 2o F -o SITE PLAN SUBMISSION � l 2-2012 -262012111 NEW SHEET 1 SITE ENCLOSURE PLAN @o� SCALE: Y-0" = 3/32" _ ACCESSIBLE PARKING SIGN 17'-0' TO BOTTOM OF SIGN] -BACK OF CURB TOP OF CURB BOTTOM OF CURB SIDEWALK (ACCESSIBLE ROUTE) U -E—= 6' -0' m UP RAMP SLOPE UP LANDING STANDARD STANDARD PARKING SPACE PARKING SPACE 4' BLUE I IOPTI ONAL ACCESSIBLE \ \ I SYMBOL IN WHITE NOTE: ALL PAVEMENT MARKINGS ARE WHITE PAINTED UNLESS OTHERWISE NOTED TYPICAL STALL MARKINGS N. T. S. PROJECT #: 12120.00 PING BY III$ LED PER" IT 0 LX 1GX A�1 U 2 FINE UP T oi25G.G. 00 NOTE: TYPE 6 GAGE OF MATL FOR SIGN 6 POST, SHALL BE EQUAL TO COUNTY SIGN REQUIREMENT 2" ROUND BY .154 (WALL THICKNESS) ROUND ALUM. POST. 1/4' R (TYP.) NOTES 1. ALL LETTERS ARE i" SERIES XC' PER M. U. T. C. D. 2. TOP PORTION OF SIGN SHALL HAVE A HIGHLY REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND C. BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A HIGHLY REFLECTORIZED WHITE BACKGROUND WITH BLACK OPAQUE LEGEND 6 BORDER. 4. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES [ M. U. T. C. D. ) HANDICAPPED NOTE: CONTRACTOR SHALL VERIFY ALL THE REQUIRED II SIGN DETAIL WNTHRMATLOCAOLNAUTHOPI TRIESAPRIORHT01GN PURCHASING. N. T. S. 1 I GARAGE EXHAUST VENT DETAIL SCALE: 1'-0" = 1/2" VINE PLANTING TO BE TRAINED TO EXHAUST VENT ENCLOSURE WALLS STAINLESS STEEL SUPPORTS AFFIXED TO EXHAUST VENT ENCLOSURE WALLS STAINLESS STEEL CABLE TO SUPPORT VINE PLANTING VERTICAL EXHAUST FAN TO BE COORDINATED WITH MEP & STRUCTURAL ENGINEER, TYPICAL EXHAUST VENT ENCLOSURE WALL TO BE COORDINATED WITH STRUCTURAL ENGINEER, TYPICAL PINE STRAW MULCH PLANTING SOIL AS SPECIFIED BY LANDSCAPE ARCHITECT AREA FOR DUCTWORKTO BE COORDINATED WITH MEP BELOW GRADE BASEMENT STRUCTURE TO BE COORDINATED WITH STRUCTURAL ENGINEER FACE OF CURB OR EDGE OF PAVEMENT PARKING SPACE E1e X212 CADMIUM STANDARD PARKING SPACE PLATED BOLT f A ME m n Qm- ( TYP. ) — 4' WHITE (RECOMMENDED) - SLOPE SHALL NOT I $6 OIAM. HOLE EXCEED 2X IN ALL I TYP. ) DIRECTIONS I NOTE: ALL PAVEMENT MARKINGS ARE WHITE PAINTED UNLESS OTHERWISE NOTED TYPICAL STALL MARKINGS N. T. S. PROJECT #: 12120.00 PING BY III$ LED PER" IT 0 LX 1GX A�1 U 2 FINE UP T oi25G.G. 00 NOTE: TYPE 6 GAGE OF MATL FOR SIGN 6 POST, SHALL BE EQUAL TO COUNTY SIGN REQUIREMENT 2" ROUND BY .154 (WALL THICKNESS) ROUND ALUM. POST. 1/4' R (TYP.) NOTES 1. ALL LETTERS ARE i" SERIES XC' PER M. U. T. C. D. 2. TOP PORTION OF SIGN SHALL HAVE A HIGHLY REFLECTORIZED BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND C. BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A HIGHLY REFLECTORIZED WHITE BACKGROUND WITH BLACK OPAQUE LEGEND 6 BORDER. 4. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 5. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES [ M. U. T. C. D. ) HANDICAPPED NOTE: CONTRACTOR SHALL VERIFY ALL THE REQUIRED II SIGN DETAIL WNTHRMATLOCAOLNAUTHOPI TRIESAPRIORHT01GN PURCHASING. N. T. S. 1 I GARAGE EXHAUST VENT DETAIL SCALE: 1'-0" = 1/2" VINE PLANTING TO BE TRAINED TO EXHAUST VENT ENCLOSURE WALLS STAINLESS STEEL SUPPORTS AFFIXED TO EXHAUST VENT ENCLOSURE WALLS STAINLESS STEEL CABLE TO SUPPORT VINE PLANTING VERTICAL EXHAUST FAN TO BE COORDINATED WITH MEP & STRUCTURAL ENGINEER, TYPICAL EXHAUST VENT ENCLOSURE WALL TO BE COORDINATED WITH STRUCTURAL ENGINEER, TYPICAL PINE STRAW MULCH PLANTING SOIL AS SPECIFIED BY LANDSCAPE ARCHITECT AREA FOR DUCTWORKTO BE COORDINATED WITH MEP BELOW GRADE BASEMENT STRUCTURE TO BE COORDINATED WITH STRUCTURAL ENGINEER FACE OF CURB OR EDGE OF PAVEMENT PARKING SPACE TYPICAL PAVEMENT MARKING FOR HANDICAPPED PARKING SPACE N. T. S. NEW SHEET s 1 3 c c 0 OFA«mac �v 3 3 I=3 SITE PLAN SUBMISSION ,1-02 2012 11-2G-2012 R, f A ME m n Qm- ,low—mmikim CERES TYPICAL PAVEMENT MARKING FOR HANDICAPPED PARKING SPACE N. T. S. NEW SHEET s 1 3 c c 0 OFA«mac �v 3 3 I=3 SITE PLAN SUBMISSION ,1-02 2012 11-2G-2012 R, L-0 LANDSCAPE PLANS LR.100:Tree Disposition Plan Overall LH.100: Hardscape & Grading Plan Overall LP.100: Canopy Planting Plan Overall LR300: Tree Disposition List & Plant List L-5: Proposed Site Lighting Plan L-6: Proposed Level 0 Lighting Plan L-7: Proposed Level 01 Lighting Plan L-8: Proposed Level 02 Lighting Plan PROJECT #:12120.00 �I M P E °1 d v F � 0 0 m � � t N U V N a 2C� SITE PIAN SUBMISSION 11-01-1012 wo] , 710, 0�,�Pd2A, m �Wol FA Wo AaA 9:1 r I -4 m JADE 4 PLANT LIST - 11.01.2012 TREE DISPOSITION LIST - 11.01.2012 Landscape contractor to provide photographs ofall traes& palms for Landscape Architect's approval Wth bid. Landscape contractor to coordinate installation Wth Landscape Architect at least I month prior to installation date. All plants to be laid out on site by Landscape Architect No. ABBR. BOTANICAL NAME COMMON NAME WIDTH TASK & NOTES SPECIFICATIONS CANOPYTREES 2904 CNU Cocos nucifera Coconut Palm 12" existing to remain 2905 CNU Cocos nucifera Coconut Palm 6" existing to remain 2906 CNU Cocos nucifera Coconut Palm 6" existing to remain 2907 CNU Cocos nucifera Coconut Palm 6" lexisting to remain 2908 CNU Cocos nucifera Coconut Palm 8.. existing to remain 2909 SPA Sabal palmetto Sabal (Cabbage) Palm 12" existima to remain 2910 SPA Sabalpalmetto Sabal (Cabbage) Palm 12" lexisting to remain 2911 SPA Sabalpalmetto Sabal (Cabbage) Palm 16" 1 existing to remain 2912 SPA Sabal palmetto Sabal (Cabbage) Palm 15" existina to remain 2913 SPA Sabalpalmetto Sabal (Cabbage) Palm 15" lexisting to remain 2917 CNU Cocos nucifera Coconut Palm 6" relocate 2918 SPA Sabalpalmetto Sabal (Cabbage) Palm 12" existing to remain 2910 CNU Cocos nuchara Coconut Palm 6" relocate 2920 CNU Cocos nucifera Coconut Palm 101. relocate 2921 CNU Cocos nucifera Coconut Palm 6" relocate 2922 CNU Cocos nuchera Coconut Palm 12" relocate 2923 CNU Cocos nucifera Coconut Palm 8" relocate 2924 CNU Cocos nucifera Coconut Palm 8" relocate 2925 1 SPA Sabal palmetto Saba[ (Cabbage) Palm 12" relocate 2926 SPA Sabalpalmetto Sabal (Cabbage) Palm 10" existing to remain 2949 PDA Phoenix dacVifera WId Date Palm VFI relocate 2950 PDA Phoenix dacVifera Wild Date Palm VFI relocate 2951 PDA Phoenix dactylifera Wild Date Palm VFI relocate 2952 PDAPhoenix dactylifera VMId Date Palm VFI relocate 2953 SPA I Sabal palmetto Sabal (Cabbage) Palm VFI relocate JADE 4 PLANT LIST - 11.01.2012 Landscape contractor to provide photographs ofall traes& palms for Landscape Architect's approval Wth bid. Landscape contractor to coordinate installation Wth Landscape Architect at least I month prior to installation date. All plants to be laid out on site by Landscape Architect CITY I ABBR. BOTANICAL NAME COMMON NAME SPECIFICATIONS CANOPYTREES 3 SCT TBD Specimen Canopy Tree TBD 2 CUV Coccoloba uvifera Sea grape TBD 9 CES Conocarpus erectus var seficeus SitverButtorwood TBD 2 GER Conocafpus erectus Green Buttonwood TBD 19 NCT TBD Native Canopy Tree TBD PALMS 33 CNU Cocos nucifera Coconut Palm TBD 4 SDO Sabal domingensis Dominican Sabal TBD 63 SPA Sabal palmetto Sabal Palm TBD 20 PDA Phoenix dactylifera Wild Date Palm TBD SHRUBS 87 UT TBD Native Screen Shrubs TBD Byrsonima lucida Locust Berry TBD Ardisia escallonioides Marlberry TBD Chrysobalanus icaco 'Horizontal' HorizontalCocoplum Cappatis cynophallophora _TBD Jamaican Caper TBD Gymnanthes lucida Grabwood TBD Eugenia lbefida Spanish Stopper TBD Canelia t4interana Wild Cinnamon TBD Eugenia rhombea Red Stopper TBD 27 UNT LBDriderstory Flowering Native Trees �Native TBD GuaiScurn Sanctum Lignum Vitae TBD Cordia Boissieri White Geiger TBD LmoSCaFEaac�YiEcr. MG0 RAYMOND JUNGLES INC L.nd—p a ha.. FMo MAU SHEET TITLE TREE DISPOSITION LIST PLANT LIST SHEET NUMBER: LP.300 b 6 1 2 .5 b 8 0.6 1.0 1 a.......... '1 2 6 h 6 1.0 3.3 0.5 10. 3.8 2.2 1.4 '2 6 _ 5 8 3 1.7 -0.8 1 8 -0- 0. A 1.0 i.2 -1.2 1 .2 1.7 7 2. 2 1.0 1.1 1.4 1.4 1.5 1.6 1.9 2.5'"2.3 2.4 2.3 -1 5 M-9 0 .3 .4 0 8 2.1 2.5 1.1-8 .7 1 1.5 2.0 1.9 6 .5 7 -2.0 2.3 3. 2.4 sc ". 2.�- 2.0 1.5 1.0 9 -. 0. .0 3 1.5 3,1 3.3 2.9 8 1 5 1. 2.1 2 mm 1 2.0 2.6 2,.0 6 A MH 3 F 1.4 2.6 _4 7 .5 .6 1.3 1.6 1.8 2. 2.1 2.2 2;.6 3.6 2 1.0 MH = 18 1.9 '1.5 (D 1.9 1.4 3 1.8 2. 2.6 2.8 4.0 4-..D,,' - -------- -1.2 3 1 . .8 3.9 -8. 9 8 '1 . 5 H 18 6 2. 2.2 1.3 1.2 1.2 14 2.2 .4 2 4 2. 2. .0 1. 1.6 1.5/ .5 2. 2.6 0 1 0 6. H - 8-jk- 11E 4 �ITF 2.5 6 '2.6' '2.3 2 3.3 2 1 1.6 i. 1.5 1.6 2.4 2.7 3.0 i 3.9 3. 4.0 T 2 4 1 0 1.4 2.5 .2 ------ ..... ..... .0 2.3 2.4 3.2 .3 2.8 0.6 1.8 2.1 .7 9 1.3 1.9 SE MH = 18 .4 1.7 1.9 .4 0.2 0.3 0.5 0.6 1.3 2.3 1.9 .8 1.7 2.3 SB .6 1.7 1.8 .9�0.3 1.2 3.Q1 2.3 �H I82 1.7 1.*7 1.3 MH G 1.6 2. 2. 0 -61 0.6 0.3 M1H - 3 1 0. 1.0 1.0 .9 S 1.7 5.5 0.2 0.2 0.2 1. 9 1.1 1.3 1.3 1. 1.7 1.9 1 6 1. 04 0.6 b.3 b. 9 1. 8 1. 1. 4 0.8 .0 8 1.4 H = 2 1.1 1.3 1.2 1.5 1.7 2.3 1 1.4 .2 0.9 0.5 0.3 G2. b. 0.5 0.7 0.9 1.4 2.4 M k 0.9 'i .3 '2 . 7 2.3 2. 6 3.1 2.7 i 4 AW - 3 1.0 1.2 Mf . 3 0.3 0.4 0.7 1.0 1.5 1 SB MH = 8 3.6 1.5 2.8 3.7 .0 3.1 2 .1 1.3 0. 0.2 0.3 0.7 1.3 2.1 .9 AA' MHN SA .1 .8 1.7 0.3 0.4 0.7 1.1 1.6 1.7 MH = 2.0 4 7 ?4H = 3 MH = 3 .6 .3 P� 0, 16, 32' PROJECT #:12120.00 MH = 18 Site Lighting Plan and Schedule SCALE: 1'-0" = 1/1.6" 0.4 0. :s 2.4 2.0 .4 0.3 0.4 0.5 0.6 0.9 1.1 .5 8.2 0.4 0.6 -1.2 2.1 1.8 1.1 0. 0.5 0. 0. 0.5 0.6 0.8 1.2 0.7 b.8 �2. 0.9 b.8 0.9 1.8 X b.7 i o 1.8I . b.8 .7 0.8 .6 0.6 '2.9 -1.2 *1 1.2 4.2 b. a �.l �.q t. 6 .6 0.6 0.7 1.3 1.5 1.3 1.4 -2.2 1.8 1.3 1.5 0.7 0.8 0.9 1.3 1.9 Le. 8' , - '.2 1.6 1.8 1.0 0.9 1.4 1.0 1.0 0.9 0.7 1. .1 2. 2.2 2.1 2.7 2.4 2.1 2.0 2 1.6 1.2 1.6 1.9 0 SB 8 2.5 I.b .8 2 1.8 1. MH = 18 SE T MH = 18 SB 1-1 y Lj U MH = 18 MH 18 MH = 18 Site Lighting Plan and Schedule SCALE: 1'-0" = 1/1.6" 1 S.s },q •vq., s.e ]. °to.x S.] iqs iq.q iyo b.x b.a° iq.a e. s.R 4.; n.a c.q y.e ;' H 113 113 MH = 11.3 NH = 11.3 .=5x.; zsyN = 11,3 • i A ;' PROJECT #: 12120.00 IProposed Level 0 Ll SCALE: 1F-0" = 1/16" ng Plan SITE PLAN SUBMISSION 1102-2012 34H 1"3 I a. 113 b.s F I i N 113 LITII a.s igNe S.l I �I S.s s —x113 '. 4 • ��5 a b.i'•s r m q •. s 3 •p a b Y ]�� i.s NH r � q] e.R n v.2 Y.e b.o nHaca 1138 Fb1 xs13.3'��..: .s 4.i NHsi I,�5 NH f 3 • Axo NH fl3 PROJECT #: 12120.00 IProposed Level 0 Ll SCALE: 1F-0" = 1/16" ng Plan SITE PLAN SUBMISSION 1102-2012 b.s I i a.s igNe S.l I �I S.s s r m - HH If.3 H 113 t I, ItA 5., se.x 4.sa ` "• ° A A bA, Y.11.3 s 5.s }., 5.x Fk!, ti.a i PROJECT #: 12120.00 IProposed Level 0 Ll SCALE: 1F-0" = 1/16" ng Plan SITE PLAN SUBMISSION 1102-2012 }} - ' c� .- ' ' 3 D fi.4 • rD. 1, - t; r..... r I 3.1 33"1" -. 9.6 + 1 6 1 1�_ 1.8 6.6 5.1:' V 1.3 2 .. . - 14It -1- .3 3.6-.2 2�`- .ii '2 1 1.2 W '3 1j -6.6 1 6.3 4 ] s 0.0 D 0.0 b.D 0. IIS 62''F 8.4 3.6 15 11.w10 1.2 U.0; 0.0 0.0 0.0 0.0 U.0' .! �.� s 0. 0.0 D. 0. 4.3 B 9 0, 0. 0. -�0.0 b.0 0i0. .t 4__.� -. 1 -__ , _ 1.4 0 3.Z .' 1.21.9 U. O 1 0.0 x•0.0 .0 ri r : 8. lb•l O.B ,: O V C m m t --�� -B.5, 11.9 .2 0.0 0.0'-0.0 b. Y i.3 B 5 6.f -D. 4 6.6 B l 3.4 q•2 b.D q. lig ' _ - L0.0: .w. _.._ _.. ;0. - --- ---- --- _ SITE PLAN SUBMISSION -- I 1 0.0 U.0 U. I iL.fW 0.0 o.0 b.D 0.0 0 0 .t 9.3 B 1 J I %.1 11.2 .2 4. 0 U.0 0.0 0.0 0.0 ,0 _ 0.0 D.0 0.0 0.0 b.0 0.0 b.0 0 0 t 'B.3 -v.8 5 11:i 9 0.2 0.0 0.0 A- 16-P 0 0 b-0" • 1 D.0 0.0 b.0 0.0 b.0 0.0 0.0 0.0 .3 1.1 1.2 0'.fi 0 8 1. -0.4 --- 0.0 0.0 0.0 D. AV% 0.0 *o.0 D 0 .0 .._ I r 3 0.0 0.0 0.0 b.0 0.0 0.0 0.0 0.0 0. S.9 i0.5 4.B ,'� 1 e 8.4 -'R.1 6.5. .4 E.D 0.0 U.0 0.0 0.0 O.D o q. ".n•i.w _ . ... _._. - . • = n. ._ - ills 0.0 0.0 0.0 0.0 .-::::•`.Y� .1 4.8 lr.'/`�S.i _,, .: .. ... 11A-& .� .0. 0�2 _0-o b.D 0.0 0.0 0.0 - 0 G 5 _.-_- . 0.0 0.0 0.0 : 2.8 F 0.0 0.0 0.0 b.0 0.0 'x... 6.2 3A 0.9 '.i..4 b.D 0.0 0.0 b,0 b.9 b.B b .3 s .��,t, O.fi b.9 0 c .... _....., ... 0.0 0.0 0.0 0.0 .2 9.2 b.4- Oil i 5.5 .s .} - O - i o 0 D.0 0.0 'o. 0 0. '1 .3 B 6'.•8,` 0.6 9.3 10"-i '" r ' 0 � I ¢ .� ' w :C.b.o b.D .3 b.s. 1 1 1 D ., 1 0, 1 b.4- •oo a b 6.1 6.0 0 B,: -- -% 2.2 t.6 2 A - 1 i ,r I 0 30.1 b,t 6.2- ,,. ...,. b.3 -2.1 2 b t }} ' .- ' ' 3 D fi.4 • rD. 1, - r..... r I 3.1 33"1" -. 9.6 0.4 oegl-i. 6_� V 1.3 2 14It -1- '3 J 0.9 IIS 8.4 3.6 .! �.� .t 4__.� -. 1 -__ __-. _ _._ _ _ _ O v O O r : O V C m m t lig ' / - --- ---- --- _ SITE PLAN SUBMISSION -- I -- I 11 02 2012E CE -0 CIVIL PLANS CE -1: Site and Paving Plan CE -2: Site and Paving Details CE -3: Overall Grading and Drainage Plan CE -4: CDS Hydrodynamic Separator Details CE -5: Overall Site Utilities Plan CE -6: SedimentTank and Drainage Well Typical Detail PROJECT #:12120.00 o E a a y o E F N o 0 c m r v u W � Vii io N p O 333 OFF' 3 SITE PLAN SUBMISSION 11 02-)012 (KKS40 SUNNY ISLES BEACH ASSOCIATES LLC 1300 BRICKELL AVENUE MIAMI, FLORIDA 33131 (305) 351-1000 4 JADE 4 CONDOM i N i UMS 16 9 0 1 COLLINS AVENUE CITY OF SUNNY ISLES, FLORIDA 172ntl STREET J w W N N LOT i ISTAVIEW SECTION ONE TATUM'S OCEAN PARK 641 A0 � ti c �, ( P. B. 96 PG. 661 I P. B. 10 PG. U Z a m A. K. COMMERCIAL LU CENTER SOUTH o U P T O TRACT • A' ,�'�� PART m ECTIAON ONE (ZA OF HP. BM 706 A G. 66)) 1Qp4 PROJECT LOCATION s r NOT 6 p SUBDIVIDE � a W E S T B O U N D S T A T E R O A D 8 2 6 a_ 1'0 U R I A D 6 2 6 E A S T B O U N D o m Z S T A T E a W o a� as Ni ¢ J I- N F W amm ¢ LOCATION SKETCH LEGAL DESCRIPTION: Parcel 1 All that part of the North 100 feet of the South 300 feet of Lot 1, of TATUM'S OCEAN PARK SUBDIVISION, according to the plat thereof, as recorded in Plot Book 10 at Page 64 of the Public Records of Miami -Dada County, Florida, extending from the Erosion Control Lina of the Atlantic Ocean, sold line recorded in Plat Book 134 at Page 47 of the Public Records of Miami -Dodo County, Florida, to the East right of way of Slate Road A -1-A (formerly Stale Road 140), as said road is shown on a Plat thereof, recorded in Plat Book 47 at Page 101, of the Public Records of Miami -Dade County, Florida. Parcel 2 All that part of the North 100 feet of the South 200 feet of Lot 1, of TATUM'S OCEAN PARK SUBDIVISION, according to the plat thereof, as recorded in Plat Book 10 at Page 64 of the Public Records of Miami -Dade County, Florida, extending from the Erosion Control Line of the Atlantic Ocean, said line recorded In Plat Book 134 at Page 47 of the Public Records of Miam1-Dade County, Florida, to the East right of way of Stale Road A -1-A (formerly Stale Road 140), as said road is shown on a Plat thereof, recorded in Plot Book 47 at Page 101, of the Public Records of Miami -Dade County, Florida. Parcel 3 The Southerly 100 feet of Lot I, of TATUM'S OCEAN PARK SUBDIVISION, according to the plot thereof, as recorded in Plat Book 10 at Page 64 of the Public Records of Miami -bode County, Florida, said property described as follows: Bounded on the West by the East right of way line of Ocean Boulevard (State Rood A -1-A and State Road 140), said road recorded in Plat Book 47 at Page 101 of the Public Records of Miami -Dade County, Florida; bounded on the East by the Erosion Control Line of the Atlantic Ocean, said line recorded in Plat Book 134 at Page 47 of the Public Records of Miami -Dade County, Florida; bounded on the North by the Northerly line of the Southerly 100 feel of Lot 1; bounded on the South by the Southerly line of referenced Lot 1. ENGINEERS: V. S. N. ENG I NEER I NG, I NC. CIVIL ENGINEERS 8550 W. FLAGLER STREET, SUITE 113 MIAMI, FLORIDA 33144 TEL (305) 55:1-6267 FAX (305) 551-4542. LIST OF DRAWINGS: COVER SHEET AND LOCATION MAP C-1 SITE AND PAVING PLAN C-2 STE AND PAVING DETAILS C-3 OVERALL GRADING AND DRAINAGE PLAN C-4 HYDRODYNAMIC SEPARATOR DETAILS C-5 OVERALL SITE UTILITIES PLAN C-6 SEDIMENT TANK AND DRAINAGE WELL TYPICAL DETAIL ,� °�'t 9�:.5{ 11••1. 'I'�r NO. JJh ' TQ1 F � •��� m `' �'' �, • • M1' 'A�•9'6d�u9C1111' CERTIFICATE OF AUTH -5529 ROOOLFO J. VARGAS dated: October !6, 2012 I"' _ O PE • 35646 Cad Ref: 12007-10 C nr III I I I11 I III III so 11 III III III III III so• III III III, III I III III 1 1 III 1 III I 1 III 1 III III III "- III I III' S. III 1 IIII I 1 III , IIIII •ac III r•-� III1 I 111 -4 I `�' 30•X30I III Rt -I • RS -SR I III' 1 1 III ° -4o III 1 ao•x36' N 1 u1 ® iu I o - Cf) �a III I III III 1113 z" III: 111 zy MI III 0 m H• v a � a 0 JADE BEACH N - _ N W QOr O N Y 11 S 1- LL 4 J Z C ~ > Q S N _ V W U QYt o J O l S w c c a>¢ Om c -' W v I V • • FW- LL q n C " VIII I' W rl ill HW III 1/ OC""e LJO,w Z. I I I I �I III N I III I E E MENr� J m r --�-- ,![,__��- I _ I SET UP ANEA I I III a PROPERTY )INE W y _ _-_ _ hI III �a I N5fi 53°43'E 350,� - S 1 79' � I �I III®. III --------------=-----=-------- --- ------ --------L-- ---- ' - - III I III: ,� - - - - - - - - - 20'-N-OpTH-BEACH A CES - TS EAS-E- MENT � III III LIMITSNOF , I LEGEND: m Cl)U I I I vJ .__ 111 I III :'� —--- DER OARAOE � EXISTING PROPOSED ll, I IllV Ill I 1 -------J 57.50• G T� J Ill - 11 1 GA ��-50'R PAVEMENT ..I III' I I� I III v. I II® 111 I 111 Jq I I a I I HANDAP O 1 III II I 25'R �\p 4AFg7MF I I ICPED PARKING SPACES Q 'AI IIII39 R TRAFFIC SIGN Il I I � 1 111 I 50'P \, I I ��\ // I 1 I I DEFERENCE LINE ---- (] RIGHT -OF -HAV LINE IJ III I III I: \ 1 IlI nl €„ I �II a I ✓ 6f'R 7q 60 " �\ I I I PROPERTY LINE � LLI n I , / n IIS III 2-5' YELLOW 7✓.3 ` \ I \ I I I I CURB _ _ _ _ vc, Z = 1 11 I III' I vl I 24•P WHITE 0 h-/ I I CURB S GUTTER G LLI U III Ill I !PAVERS) TYP CL \ I I e e e= > a '' III 111' I n nl 1 II30•x30' 1 l I I 1 DIRECTIONAL ARROX f.° a w 111 i' 111 1 I (n T I PEDESTRIAN RAMP co III 6s I III pit— J-------- — — —— I I �- I z Z M I11T0 I , ¢ Ill I(J lJ 1BELVACA7EENT // LI I No. OF PARKING SPACES —f0 — L — LLI C] I b b y I 1--v---j' — — — — — — — — — — -L• I I o I 1 CONCRETE WHEEL TOP I I G _I _j LU II 1 ® 1 kk� 1 1 s0 , O o— N 111 m Cuu� I / I I AFFIC FLOW ao III 7 Gia Q ) Z- III 1 f•' I w l/ 1 I I �H'• ll' l $ I 24' WHITE I I cA 4 j 111 1 1 11' I n° , O Z j N I / IPAVER31 V 1 I Q Fq II �� a , �� I O Cr) CO w Ixz V II QO -,o I ,. , I el Q �. III € II 1 bn l I 1 l i6 I W O III U Y 1 I I I I I I I , I no date revlslon/Issue ��� I fid' I p 2a• x11TE I ITHEpHO) TYP I \ l I 5• WHITE I o I 1 O I I I I\ I (THERMO) l EAST POOL I I 2-B ITHERMD' YELLON a I ® ® / I 1 in (THERMO) TYPARROH[ GENERAL NOTES: 1. ALL RADII ARE 70-FACR OF CURB. : deElloilerdt 9,i YARGAS TDPDGRAPH IC PROVIDED BY FORT IN, LEAVY, SKYLES, INC. LAND •� -1 , SURVEYOR DADE COUNTY. FLORIDA. ! . b a nr' N. SER T 3. ALL SIGNS SHALL CONFOflH WITH THE 'MANUAL ON UNIFOpN TRAFFIC � "GhecK@d . L. ,SE ;E, '`✓ CONTROL DEVICES FOO STREETS AND HIGHXAYS'. U. S: DEPARTMENT a (•, 'apiSrpu,Bd rR, V G 9 (.? ' t OF TRANSPORTATION, FEDERAL HIGHWAY AONINISTPATI ON. II I III 11 I ,: j - p / 4. ALL EXISTING PAVEMENT CONNECTIONS KURT BE SAW -CUT TO PROVIQ^P pr&l n0 Ill II I i T' I o, / - - -- A NEAT STRAIGHT EDGE. o i ✓ II III III I I I / c- scale I ! I I CONTRACTOR TU COORDINATE MAINTENANCE OF TRAFFIC DURING DONS - 111 I I 1 I / LAP POOL I I 1 , TRUCTION WITH THE FLORIDA DEPARTMENT OF TPANSPOpTATI ON AND DADE•• tlB UiC, T,- 2012 . •,•°' Ill 11 l , .Ni 1 1 O 1 I I TPAFF CACONTROLLOEVI CESAFOPR9TREETNANN HIEHNAYS U'SN DfiPAq�1EaT " 111 Ill II 1 , - i / 1 OF TPANSPOWTA,. ION FHWA7. ATTENTION M ALSO DIRECTED 10 THE' Cad r ( 200 - 1 JV 1' 111 111 II I I . l r� -- •-�-.-._, _ = 1 I FLOgIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN AA, qq A II1 III II 1 I I aw I G I STANDARD INDEX. 500 THRU 550. I tuiLi ® 5. IN THE EVENT THAT EXISTING CONDIT ONS VARY FROM THOSE TNOICATED Ill III ll N 7 28' I o 1 L _ _ - _ - - - - - - - - - - - - - - - - _ _ - _ I I TO THE EXTEND THAT A 'FIELD REVISION• 19 REQUIRED, THE &ONTQ C70p 1� Hv' I TL, - - - - - - - - - - - - - - - - - - - - - - - I SHALL NOTIFY THE ENGINEEq IXNEDIATE& ®II I III Il 50.00' .N 1 LIHITS OF I 11 - - _ _ - - UNDERGROUND GARAGE - 7, FOR SITE PLAN DETAILS SEE SHEET C-2 i6' ?/1' ATS 111 II •X 111 SBB'53.43•W 371.32' PROPERTY LINE 8. ALL WORK TO 8E DONE IN ACCORDANCE WITH METflOPOL )TAN DADE •COUNLY� •• ,! - ` III g. 2B SAN -CUT AND HATCH .FLORIDA To OF TRANSPORTAI ON AND CITY OF SUNNY ISLES• Ill II II I III® EXISTING SIDEWALK I STANDARD DETAILS AND SPECIFICATIONS AND APPLICABLE PERMITS. a �\ Y' -' ( II 11 I I ick 111 9. CONTRACTOR SHALL PflOVIDE AS-BUILT�DRAMINOS CEflTIFIEO BY A /.6 C CI �� ' ��•' I I II II I III 1 I VEHTECAL' AND.HORdIZONTALYINFOPNATTDNWANO ANYREXISTING UTILITY d , ` � �GDQLFO' J ' VARGA�,i" 11 111 III I ZIy 111® ENCOUNTERED DURING CONSTRUCTION. / pE`yj'j59� 1 III II I w III I10. CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED SURVEYOR 1 I III 11 1 I I 3� 111 I�COASTAL CONSTRUCTION CONTROL LINE IN THE STATE OF FLORIDA TO LAY OUT THE WORK. drawingS O 111 Il I I Iv lll® I If. BUILDING TO BE LAID OUT FROM ARCHITECTURAL PLANE. 11 so' III If 1 1II I j 111 It / I so' II\\ I Scale: 1° 20' 20' !0' 0' 20' C-1 L III II. II 1�\'� SITE AND PAVING PLAN 2" TYPE S-II.1 ASPHALTIC CONCRETE AND BITUMINOUS PRIME COAT. (PER FOOT, SEC 331) B" LIMEROCK BASE PER-' F. D. 0. T. SEC. 913 12" COMPACTED SUBGRADE COMPACTED TO 95%OF THE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER MAXIMUM DRY DENSITY PER ASTM D-1557 OR AASHTO T -SBO ASTM D-1557 OR AASHTO T-180 TYPICAL HEAVY DUTY PAVEMENT SECTION N. T. S COLLINS AVENUE N. T. S. DESIGN SPEED - 35 MPH MILLING MILL E%ISTINO ASPHALT PAVEMENT �f• AVO. OEPTHI (1-3/4• BEL ON LIP OF GUTTER T LON SIOE) RESURFACING I' ASPHALTIC CONCRETE FRICTION COURSE FC -9.5 (110 LBS/SY RUBBER) TYPE 'A' J JOINT P. T.�5' -0" 1 TYP, ) Pp ,%ANEW SIDEWAL�oB pplW.�V,PER FT. SLOPE o Q lrl��I'=/ ,� O TYPE "B" P. C. T—�- EXIST. SIDEWALK BACK OF iv, A JOINT WALK LINE cc TYPE "A" JOINT LIJ OJ PLAN SECTION A -A GUTTER 2. _0.. .TYPE 1 STANDARD 81 CURB Z; Z Lt_ EDGE OF PAVEMENT � Q � III��,.,,II,,,-��-III I �,-[1-45 t�-,� GUTTE I Cn w 4dR-� II L 4dR-t�"u. q q FDCn I NESHOGRADE TYPE 2 SURFACE AS SPECIFIED WN TOB° — uu �� t w z: z _ 4a PREMOLDED EXPANSION 6" JOINT MATERIAL 6 1 -6° Q � J TYPE ' A" TYPE " B' TYPE " C" 2 R m � O O Z TYPICAL ELEVATION in ASP" SURFACE c iD 2° 3" (, Z JOINT DETAILS x" BASE io I 3/4' O STANDARD CURB NOSING CONCRETE SIDEWALK N. T. S. e .I In m L o PER CITY OF SUNNY ISLES I. - STANDARDS TYPE " D" CURB TYPE 'IF" CONCRETE CURB G GUTTER N. T. S. N. T. S. N io In 2 -0 - VALLEY VALLEY GUTTER N. T. S. A,ggqlCl!!!p't V- - () ; J. No `U TE OF <Ci e ,,,SA 6ggA SITE AND PAVING DETAILS revlslon/I drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro! no 12007-01 scale AS SHOWN date OCT 16, 2012 cad ref 12007-12 RODOLFO J. VARGAS PE • 35648 drawing C-2 Z o � m ¢ R C Z o a N p G W6 N C LL 0 x ~ LL V o v 0 W p J 2 I j G S f U <m 2U, A V LL 0 - ^ J LL e C J~ W U w x 4 W I LL - n mN VIII N N.. I, w �^ J m I�)I iUU 0 m m GO TYPE 'A' J JOINT P. T.�5' -0" 1 TYP, ) Pp ,%ANEW SIDEWAL�oB pplW.�V,PER FT. SLOPE o Q lrl��I'=/ ,� O TYPE "B" P. C. T—�- EXIST. SIDEWALK BACK OF iv, A JOINT WALK LINE cc TYPE "A" JOINT LIJ OJ PLAN SECTION A -A GUTTER 2. _0.. .TYPE 1 STANDARD 81 CURB Z; Z Lt_ EDGE OF PAVEMENT � Q � III��,.,,II,,,-��-III I �,-[1-45 t�-,� GUTTE I Cn w 4dR-� II L 4dR-t�"u. q q FDCn I NESHOGRADE TYPE 2 SURFACE AS SPECIFIED WN TOB° — uu �� t w z: z _ 4a PREMOLDED EXPANSION 6" JOINT MATERIAL 6 1 -6° Q � J TYPE ' A" TYPE " B' TYPE " C" 2 R m � O O Z TYPICAL ELEVATION in ASP" SURFACE c iD 2° 3" (, Z JOINT DETAILS x" BASE io I 3/4' O STANDARD CURB NOSING CONCRETE SIDEWALK N. T. S. e .I In m L o PER CITY OF SUNNY ISLES I. - STANDARDS TYPE " D" CURB TYPE 'IF" CONCRETE CURB G GUTTER N. T. S. N. T. S. N io In 2 -0 - VALLEY VALLEY GUTTER N. T. S. A,ggqlCl!!!p't V- - () ; J. No `U TE OF <Ci e ,,,SA 6ggA SITE AND PAVING DETAILS revlslon/I drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro! no 12007-01 scale AS SHOWN date OCT 16, 2012 cad ref 12007-12 RODOLFO J. VARGAS PE • 35648 drawing C-2 �c PROTE TI DN u1 III II ED' III I p I ED " III I' III I 1 III II II i�I II III I I I II III L III g III III II Ibl I"' LL II II I III III �► II, IIII II III I'I "ry.11 If ��� III IIIIII ►III I IJADE 1 N87 2e'OB•W 50.00 I®II III BEACH N III I III® b III I I III I1 I I ,,, ►►IW ► I I T I �� If I I III II ,I I III I I I II I I 111"81 I I I III I I III II ®I 5G' ► r _ — _ ►° Ill�o° ► e'° I p °° = I I► I I!s II I III ►I II III xz I LL I ► I 111111 I III II II Q 6." III r I , III I itI°; t; I. II Iii * ►I II►III I III III . I HY 6R I ao Q I I,Iu III �Ir �lrl III III I,I III I I I I I I I CD HYDRODYNAMIC EXIST JADE BEACH DPA INAGE WELL EXIST JADE OPA IMAGE WE / ¢ III .,j. e° c °l� III /►ISI III, ► IIV ► III I SEPAPATOP NO f S R P I ►SEDMENT TANK ANO / EXIST w�I W-- Iy�I III 3 ' ►II III DRAINAGE HELL N0' SAN LINE g O An m I EXIST FRENCH DRAIN -------- I /LL' II IfI If — -- — —•Was; 59-'4-3•E— 350.79' - I ----- ------- ' III Be, _----16'HOPE INTEPCONNECT — —PSI — — — ------I SET EA 1--- 20 r^ C J �. _ II' ilI II III I I III I I N I II III+, cII► 12' HOPE STORM— srll�M PE STORM {R00F7 I 3' CONDENSATE DRAIN IB' HOPE STORM {RODF) SEDIMENT TANK AND DRAINAGE NELL No, — — — — — J NOPTH BEACH A CESS 2 III III rrl►I •� J II III U 1 I III 'A s I I I,I II 111 a y VII II III v III ► I ► UNDERGROUND GARAGE / \ ` \ /� UNDERGROUND GARAGE pT ® 6 LIMITS OF 3• CONDENSATE DRAIN �I SFTp�pOFp � ' .J Cj II if III I II i N z I !n I II 111 In i II I W I I: ►1 � B' HOPE STORK ...—,� II^� ✓n II PROP TRENCH DRAIN liltl III II $ I I II¢�I�" II Iii— �Jl(( III \ I 111 "A' \ I 'II 1 III it III; I , 2 TPIANESE NINE. IN \ �{ FOP CONTINUATION FeeSEEFIFE �► III III I I D N Gs \ If I ul I nl If rI II III , _______ + — ---- I __�A,II II III I-- 11 „I oo ,II II 10' FPL EASEMENT / I ► III ; b II ' oe I I TO BE VACATEO I LU I II.o I LL� II I®I I< YII SII II t_ ,Q �w ° xz Jill x lw I II. i� II'IQ< l III I IT o§ I Z 9 0 II II III�II �I Illa11 .I j►,II II I I o SII ° i T11,11 PROP TPENCH DRAIN ° I `I II, � I I' II I , � �, ► "• 'il w I' >; III' LI , /' �_ ; / o I I I. I► ► I2 TRIAHESE CONNECTION '•r / FOR CONTINUATION I—� I I I SEE FIRE PROTECTION DIGS if I III I i °1d�g�il I� II 11� I 1 III II II i�I II III I I I II III L III g III III II Ibl I"' LL II II I III II III. II III o ISI III It'• Iw► 1 N87 2e'OB•W 50.00 I®II III 6°III it I IIII5.2e N III I III® b III I I III I1 III II II I I IIP II If II ►I III III III I I 11. I T I �� If I I III II ,I I III I I I II I I 111"81 I I I III I I III II ®I 5G' ► r III II I I III II I,if, �I BD I I I it III I ► I 111111 I III II II S' DPE I , NSATE RA— I I / / UP POOL I 16• HOPE STOP IPLANTERRI II _ SES -53'43-W 371.32' R DYNAMIC 60P STORM IN " 1 I 1 --r I I I I 1 I I I I' I I I I I /o i NI I I I I I LEGEND: SPOT ELEVATION POLLUTION RETARDANT CATCH BASIN CURB INLET FRENCH DRAIN B LENGTH CURB CURB S GUTTER VALLEY GUTTER FLOW DIRECTION SIDEWALK POKER POLE I DRAINAGE AREA NUMBER C ACREAGE DRAINAGE AREA LIMITS I I PROPOSED Z m ©� L. SERRATE N � � R. VARGAS prol no of scale C CL � NQ N cad ref -0- O / o / a _ W Y / e OLL= O a • Z / ao N / N' I I I An / �j�j m � N {D •- (F I / [[ !n E w�I I LLF I 1 --r I I I I 1 I I I I' I I I I I /o i NI I I I I I LEGEND: SPOT ELEVATION POLLUTION RETARDANT CATCH BASIN CURB INLET FRENCH DRAIN B LENGTH CURB CURB S GUTTER VALLEY GUTTER FLOW DIRECTION SIDEWALK POKER POLE I DRAINAGE AREA NUMBER C ACREAGE DRAINAGE AREA LIMITS I I EXISTING PROPOSED Z m ©� L. SERRATE N � � R. VARGAS prol no 1.2007-01 scale C CL � NQ N cad ref -0- O V J W Z a� a _ W Y ¢ W 0 a{De. Y LL J e OLL= O a • Z T W LL F m N N' I I I An ( �j�j m � N {D •- (F I [[ !n E w�I I LLF I I I g O An m EXISTING PROPOSED o ©� L. SERRATE approved R. VARGAS prol no 1.2007-01 scale ttYYCcDccccee �uW 20�1F V//il OCT 30, 2012 cad ref -0- D. A. •1 I�COASTAL CONSTRUCTION CONTROL LINE I 1 20' 1.0' G' 20' Scale: OVERALL GRADING 20 NG AND DRAINAGE PLAN Q Y■ r^ W V J cL W U > Q d — Qm I zz cn LLJ J J LLJ Q 0 — Q 0 U, D Zz 0 oz rnZ) U (D Cn LL. 0 U I no Idate I rev I a I on/ I ssue I designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS prol no 1.2007-01 scale P - 20' date OCT 30, 2012 cad ref 12007-13 RODOLFO J. VARGAS PE • 35646 drawing C-3 OIL BAFFLE ..• _ SkIRT •i. '• +. POOL ELEV. z 0 rn F e SEPARATION (2'] SCREEN HDPE HYDRAULICa.R. SHEAR PLATE <•.'•� • '`•�" SOLIDS STORAGE SUMP SECTION A -A N. T. S. e • o O VARGAS draunned N. SERRATE checked L. SERRATE approved R. VARGAS pro) no 12007-01 F z date OCT W. 2012 cad ref 12007-1.6 A' TEA 0 R ✓,.d di.7 i AL � \t`i PE36648DOLVARGAS 48 drawing Y o i o a v CDS HYDRODYNAMIC SEPARATOR DETAILS U O > 0 lLLi. "a C a m"�c H � � W U J H x C F- ml C FIBERGLASS SEPARATION CYLINDER AND INLET CENTER OF COS STRUCTURE, SCREEN m AND SUMP OPENING ¢ e TOP SLAB ACCESS W m ( SEE FRAME AND COVER DETAIL) a, P sF m jL MAX. MAX. Q TOP SLAB ACCESS tZ f, O HDPE HYDRAULIC 60" I, D. MANHOLE —I SHEAR PLATE STRUCTURE tJ LtJ ASte rstar/s (n O +/ 65 can ~m. Z 3 MAX. cl �\J , W u a w PLAN VIEW/\ \jo — erp �0 GJO�T Co Z TOGRADE ROUT TO ° STORMWAT��- ° U) W J FOINISHEDOR J QJ U) GRADE ° < a °4fe %� Q Q O — RINGS/RISERS °\x ° °hst0rmwa�e Z -i z O z OU ((D (_ FIBERGLASS LL SEPARATION CYLINDERe . FRAME AND COVER AND INLET (DIAMETER VARIES) ,. N.T.S. } VARIES U INLET PIPE (MULTIPLE INLET PIPES—OUTLET PIPE MAY BE ACCOMMODATED) no date revision/Issue OIL BAFFLE ..• _ SkIRT •i. '• +. POOL ELEV. [4'-B') MINIMUM SEPARATION (2'] SCREEN HDPE HYDRAULICa.R. SHEAR PLATE <•.'•� • '`•�" SOLIDS STORAGE SUMP SECTION A -A N. T. S. qt0+, �/� k,� c-��,.1 �� /ti _l✓�,✓ �` ,(_)' (`• ,�i�.� .✓ ni / • �� (s) .� •• No.AA, Q.' 'V A,• • `!; `� ry VARGAS draunned N. SERRATE checked L. SERRATE approved R. VARGAS pro) no 12007-01 scale V • 20' date OCT W. 2012 cad ref 12007-1.6 A' TEA 0 R ✓,.d di.7 i AL � \t`i PE36648DOLVARGAS 48 drawing C-4 CDS HYDRODYNAMIC SEPARATOR DETAILS III' III ED, I III I I I III II� II fi0' ' j .III 11it II III Jill I I I ' I a.III _ ��► ii Iw ► 1 lit all IIof III Il lin 111 1 III I I 1111 11 � I I ' iill: � ��a II -"iii � III I'I1 u1 I Q III' ill) -Tl F - I I II v III S III II'//111'1111; I Lu--- II �I —I Ili-- illi I IT > _ I h� LL Al < III iii, I I --- j—f 11 III 1 2s'll 11 I 116 I m^ Cl)_ _— I iii Ij ilil �I�' ;111 I1 m '-� It, � 11 I'll,,�IljI Ij— J II,. Ill u IIII 1 l III II III"III till x U I II, I III 11 IIIA >III1 1 III LLS I1 ,°;� W` 'IIIlwil 11 , ► III II 111 ���11a>FII I I III iry II III III a^ f' 1 jIII I � ' III I III I I I IIII II1 II II� I - I L if Z0 II'� uII nu =1I u n �� uA y IINII I • On �j PE G III l. 111 I I I o I —2.8' I at � _ I q � o II►' II ® -151 i I I �' If•- �- I 11 I I I ~ � Ili i i F rtl I I I I ` PNI N 0 r— _ (I'I W1I1 11 1 �2T I• I Itl 1�tltec:,Ae.�_... _ 1 I I I I I III I I IIII III II � 11 I I �� 1 I II III I(A 1=1 i � I IIII 111 II II III II III II II III II I II I P III 1z1 11111 11' III II I®II III I_tI III I�1 III • II Ne7ee'oa•HI ll' 50.00• M I I 6.26' I I I. III,®, I PROPOSED 3- 2• TEAS S BP \ ON CONCRETE POOL DOLING 1 I \ / '1 111 I r III so. it 11 11 IIIIII III 11 I I III I I III® I I III I IIII I I I 111 II I 111111 II 60.1 I I W I .� I III IIi� II JADE BEACH ETERS S SPD ' DRAINAGE WELL NO 2 ON CONCRETE PAD I - PROPOSED CITY OF NORTH MIAMI — — BEACH HATER EASEMENT T7 LIN OF ( 96P0UN0 GARAGE \ \`r PROPOSED 3- 2• TEAS S BP \ ON CONCRETE POOL DOLING 1 TOWER. REST ANT ANO qR IGATION) \ / 2 CONNE TION ACO TANK AND REMERE—_ PROP SANITARY RVICE \ FOR CONTINUATI N I SEE PLUMBING 0 AWINGS (TYPICALI I �I o i 10' FPL EASEMENT MOORE RIM EL• 5.70 INV EL • 225 TO BE VACATED / _ PROPOSED B•'SANITARY ATERAL TO REPLACE EXISTING LATERAL AT SAME INVERT ELEVA IONS (TYPICAL 2 LOCATIONS / ETERS S SPD ' DRAINAGE WELL NO 2 ON CONCRETE PAD I - PROPOSED CITY OF NORTH MIAMI — — BEACH HATER EASEMENT T7 LIN OF ( 96P0UN0 GARAGE \ Ag14IyFN%� PROPOSED 3- 2• TEAS S BP \ ON CONCRETE POOL DOLING 1 TOWER. REST ANT ANO qR IGATION) \ / 2 CONNE TION ACO I\ RTAI TSE FOR CONINUATIO \ SEE FIRE PROTEC ION 06'GS PROP SANITARY RVICE \ FOR CONTINUATI N I SEE PLUMBING 0 AWINGS (TYPICALI I PROPOSED SANITARY HH 10' FPL EASEMENT RIM EL• 5.70 INV EL • 225 TO BE VACATED / _ PROPOSED B•'SANITARY ATERAL TO REPLACE EXISTING LATERAL AT SAME INVERT ELEVA IONS (TYPICAL 2 LOCATIONS / WENT TANK AND / NAGE WELL NO 3 / / / EXISTING PROPOSED NATER MAIN ----- E HYDRANT I T7 33S III GATE VALVE 1 I � I I j APA o I I 1 I I VARY NH ' I o I � I / IINS CTION C710N OHGS / I it /IP LAP POOL I I 1 I I I I I I I' I I o I I I I o I I I O I I 1 — I I 1 ---- -- _Ljr - - - - - - - - - - - - - - - - - - - - - - O GARAGE 6 RUCTURE BELOW I LIMITS OF UNDERGROUND GARAGE--�•--�--�------ -------- ___ _- -- --_ 9B8'83'43•N 371.32' �--------�--�- COS HYDRODYNAMIC I SEPARATOR NO 2 SEDIMENT TANK AND I ORANAGE WELL NO 4 PRO GEED B' DUAL DDCVA FORS' FIRE PANE CONCRETEON I I�COASTAL CONSTRUCTION CONTROL LINE B 1 I 1 I I I I 1 LEGEND: DIRECTION OF FLOW PRESSURE REDUCER WATER METER u \\'g01000PDpOlO 1 I 0 s I A No c'' ` TATE O 0Ill • •e`'PSPlieejLS 1 20' 10' 0' 20' ' P06JIM16JERMEEMER" OVERALL SITE DB20UTILITIES PLAN a O Q O J U- LIJ � w v j• > Q V — Q LLIm z Cr)(n W _J 0 0 O Q 0 C� —] Z 0 z O o z m= u Loin L_ O I no Idate Irev IaIon/ Issue) designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS prof no 12007-01 scale 1' - 20' date OCT 30, 2012 lead re( 12007-14 RODOLFO'J, VARGAS PE • 36648 drawing C-5 EXISTING PROPOSED NATER MAIN ----- FIRE HYDRANT T7 Y GATE VALVE - - --04-- — �•IF� SAN. SEWER / MANHOLE FLUSHING VALVE DIRECTION OF FLOW PRESSURE REDUCER WATER METER u \\'g01000PDpOlO 1 I 0 s I A No c'' ` TATE O 0Ill • •e`'PSPlieejLS 1 20' 10' 0' 20' ' P06JIM16JERMEEMER" OVERALL SITE DB20UTILITIES PLAN a O Q O J U- LIJ � w v j• > Q V — Q LLIm z Cr)(n W _J 0 0 O Q 0 C� —] Z 0 z O o z m= u Loin L_ O I no Idate Irev IaIon/ Issue) designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS prof no 12007-01 scale 1' - 20' date OCT 30, 2012 lead re( 12007-14 RODOLFO'J, VARGAS PE • 36648 drawing C-5 15° CFR Y_ PAVER CONTRACTOR TO PROVIDE A REMOVABLE BRICK PAN OVER MANHOLE COVERS HDPE PRESSURE ASE VENT NSTALL SS INSECT SCREEN AT PIPE END MIN 230 HOLES PER SQUARE INCH) I-'LAIV V I tIN N. T. S. FFLTED WATER TIGHT MANHOLE INO AND COVERS PER USF 119-BM-BWT 'BOLTED TO TOP SLAB CENTER OF MANHOLE .OPENINGS 4" ALL AROUND -I Z o ------^- ------ t I I I I I I I s Q8-il F m ¢ m 1HOLES W/ I o a y O TOP SLAB EL 7.00 (NGVD) 3" CL ( TYP. TOP SLAB EL 5.45 (NAVD7. T -P 30- m '(EACH RING] L----- -----------------� 0 -5 BARS @ 12" VERT 2' •7 BARS @ 61 C.C. J = •�' w a • 4 @ 12" C. C. EACH WAY EACH WAY 15" HOPE (FROM RODF) INV EL- 2.00 (NGVD) . wai A INV EL- 0.45 (NAVD7 n5 @ 6" E. W. N20' VIII 6 � E wN i omw 15" HOPE [FROM MH.) `2" CL [TYP) yw� INV EL- 2.00 [NOVO) •7 BARS W/HOOKS INV EL- 0.45 INAVO] 3� 0 m (STD) @ 6` E. W, •7 BARS @ 6" HORIZ I 2'-6" LAP. 4 @ 12" E. W. HDPE PRESSURE ASE VENT NSTALL SS INSECT SCREEN AT PIPE END MIN 230 HOLES PER SQUARE INCH) I-'LAIV V I tIN N. T. S. FFLTED WATER TIGHT MANHOLE INO AND COVERS PER USF 119-BM-BWT 'BOLTED TO TOP SLAB CENTER OF MANHOLE .OPENINGS 4" ALL AROUND -I I I 4'-0" 7'-4- 4'-0" • 7 BARS @ 6° C.C. [BOTTOM) • 4 BARS @ 12° C.C. (TOP] TOP SLAB REINFORCING DETAIL N. T. S. 15' -4" I I SECTION 'A -A N. T. S. 2 - 5 ADD1T10NAL REINFORCING BARS (TYPICAL) WATER TIGHT MANHOLE PROP 15" HDPE VENT D COVERS FOR DETAILS SEE THIS SHEET 119-BM-BWT TO TOP SLAB 7. 33 I NGVD); 5.78 (NAVD) . 'ROPOSED PAVERSPROPOSED PAVERS IIM EL- 7.63 INGVD) RIM EL- 7.63 CNGVDJ IIM EL- 6.08 (NAVD) RIM EL- 6.08 (NAVD) • 7 BARS @ 6" C. C. E. W. • 7 BARS @ 611, •7 BARS @ 6" C. C. E. W. TOP SLAB EL - 7.00 (NGVD) ,r o TOP SLAB EL - 5.45 (NAVD) o i. •5 BARS @ 12" VERT . 4 @ 12" C. C. E. W. l5" HDPE (FROM MH .1 ' INV EL- 2.00 (NGVD) 2" X B" KEYWAY INTERMEDIATE 2"CL o INV EL- 0.45 (NAVD) ALL AROUND BAFFLE WALL 0 0 •7 BAPS W/HOOKS I STD) @ 6" 24" DIAMETER '2' =6° DRAINAGE WELL TOP EL - 2.00 (NGVD) \� m TOP EL - 0.45 (NAVD) FT- I1 10 BOTTOM EL • [ -7 3.00 (NGVD) iv 4" o BOTTOM EL • (-J 4.55 CNAV01 II II •7 BAR @ 6" HORIZ 2'-6° LAP 15" HDPE (FROM ROOF) •4 @ 12" E. W.INV EL- 2.00 MVD) 8" 15" HDPE PRESSURE B" 6'-O" 8„ INV EL- 0.45 INAVOI RELEASE VENT 15" HDPE PRESSURE INV EL- 2.00 INGVD) RELEASE VENT INV EL- 0.45 (NAVD) 7'-10' INV EL- 2,00 (NGVOI INV EL- 0.45 (NAVD) I SECTION B -B N. T. S. TYPICAL OPENING REINFORCING DETAIL is, X90°PVC BEND CTYP) TOP OF VENT INV EL- 6.00 NGVD TOP OF VENT INV EL= 6.45 (NAVD) PROPOSED 15" HDPE VENT INSTALL SS INSECT SCREEN AT PIPE END (MIN 230 HOLES PER SOUARE INCH) FINISHED GRADE ELEVATION VARIES f= �/ NOTE: FOR VENT LOCATION SEE PLAN (5" HDPE PIPE (FROM SEDIMENT TANK] VENT ELEVATION DETAIL NOTES; I. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. 2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60. 3. NO INFLUENT PIPES SHALL BE CONNECTED -TO WELL CHAMBER. 4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE FABRICATION. THIS!SHALL INCLUDE MANHOLE FRAME AND COVER. 5. PRECAST OPTION IS ACCEPTABLE, CONTRACTOR MUST SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO PROJECT MANAGER FOR APPROVAL BY ENGINEER. 6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER IINSURNG THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE CAPACTY OF _ GPM AT _ FEET OF HEAD (MINIMUM). IF THESE WELL DISCHARGE EAPACI TIES AAE NOT OTBAINED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY.\,S 1 p I 17 p Q 7p 8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN,4 ANY O�B9JIS I/� /✓,�/ FOR THE LENGHT OF THE PROJECT. ENGINEER SH L^L BE INOYIF Ep FOR ••�,.; > FINAL INSPECTION OF THE SEDIMENT TANK AND,PRA,I�IAGE, WELL PRIOR TO ACCEPTANCE. Ci.'l' , �r i� r,F '(•fes' .�('� •, No TATE OF iQ O ` . 'f691ietl5C\ SEDIMENT TANK AND DRAINAGE WELL TYPICAL DETAIL Z o ------^- ------ t I I I I I I I ' i e Q8-il F m ¢ m 1HOLES W/ I o a y O 3/4" ANCHOR BOLTS 1 1 '(EACH RING] L----- -----------------� 0 I I 4'-0" 7'-4- 4'-0" • 7 BARS @ 6° C.C. [BOTTOM) • 4 BARS @ 12° C.C. (TOP] TOP SLAB REINFORCING DETAIL N. T. S. 15' -4" I I SECTION 'A -A N. T. S. 2 - 5 ADD1T10NAL REINFORCING BARS (TYPICAL) WATER TIGHT MANHOLE PROP 15" HDPE VENT D COVERS FOR DETAILS SEE THIS SHEET 119-BM-BWT TO TOP SLAB 7. 33 I NGVD); 5.78 (NAVD) . 'ROPOSED PAVERSPROPOSED PAVERS IIM EL- 7.63 INGVD) RIM EL- 7.63 CNGVDJ IIM EL- 6.08 (NAVD) RIM EL- 6.08 (NAVD) • 7 BARS @ 6" C. C. E. W. • 7 BARS @ 611, •7 BARS @ 6" C. C. E. W. TOP SLAB EL - 7.00 (NGVD) ,r o TOP SLAB EL - 5.45 (NAVD) o i. •5 BARS @ 12" VERT . 4 @ 12" C. C. E. W. l5" HDPE (FROM MH .1 ' INV EL- 2.00 (NGVD) 2" X B" KEYWAY INTERMEDIATE 2"CL o INV EL- 0.45 (NAVD) ALL AROUND BAFFLE WALL 0 0 •7 BAPS W/HOOKS I STD) @ 6" 24" DIAMETER '2' =6° DRAINAGE WELL TOP EL - 2.00 (NGVD) \� m TOP EL - 0.45 (NAVD) FT- I1 10 BOTTOM EL • [ -7 3.00 (NGVD) iv 4" o BOTTOM EL • (-J 4.55 CNAV01 II II •7 BAR @ 6" HORIZ 2'-6° LAP 15" HDPE (FROM ROOF) •4 @ 12" E. W.INV EL- 2.00 MVD) 8" 15" HDPE PRESSURE B" 6'-O" 8„ INV EL- 0.45 INAVOI RELEASE VENT 15" HDPE PRESSURE INV EL- 2.00 INGVD) RELEASE VENT INV EL- 0.45 (NAVD) 7'-10' INV EL- 2,00 (NGVOI INV EL- 0.45 (NAVD) I SECTION B -B N. T. S. TYPICAL OPENING REINFORCING DETAIL is, X90°PVC BEND CTYP) TOP OF VENT INV EL- 6.00 NGVD TOP OF VENT INV EL= 6.45 (NAVD) PROPOSED 15" HDPE VENT INSTALL SS INSECT SCREEN AT PIPE END (MIN 230 HOLES PER SOUARE INCH) FINISHED GRADE ELEVATION VARIES f= �/ NOTE: FOR VENT LOCATION SEE PLAN (5" HDPE PIPE (FROM SEDIMENT TANK] VENT ELEVATION DETAIL NOTES; I. CLASS I CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. NO CLORIDES ARE PERMITTED IN CONCRETE. 2. STEEL TO BE NEW BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60. 3. NO INFLUENT PIPES SHALL BE CONNECTED -TO WELL CHAMBER. 4. PROVIDE SHOP DRAWINGS OF SEDIMENT TANK FOR APPROVAL BEFORE FABRICATION. THIS!SHALL INCLUDE MANHOLE FRAME AND COVER. 5. PRECAST OPTION IS ACCEPTABLE, CONTRACTOR MUST SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER TO PROJECT MANAGER FOR APPROVAL BY ENGINEER. 6. SEDIMENT TANK SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. 7. CONTRACTOR SHALL PROVIDE DOCUMENTATION FROM THE WELL DRILLER IINSURNG THAT THE DISPOSAL WELL ATTAINED A MINIMUM DISCHARGE CAPACTY OF _ GPM AT _ FEET OF HEAD (MINIMUM). IF THESE WELL DISCHARGE EAPACI TIES AAE NOT OTBAINED, THE ENGINEER MUST BE NOTIFIED IMMEDIATELY.\,S 1 p I 17 p Q 7p 8. CONTRACTOR SHALL MAINTAIN SEDIMENT TANK CLEAN,4 ANY O�B9JIS I/� /✓,�/ FOR THE LENGHT OF THE PROJECT. ENGINEER SH L^L BE INOYIF Ep FOR ••�,.; > FINAL INSPECTION OF THE SEDIMENT TANK AND,PRA,I�IAGE, WELL PRIOR TO ACCEPTANCE. Ci.'l' , �r i� r,F '(•fes' .�('� •, No TATE OF iQ O ` . 'f691ietl5C\ SEDIMENT TANK AND DRAINAGE WELL TYPICAL DETAIL Q O (s O J I.L. w w U :> a - am Cf)I z . z_ (n Lij n J _J O - Q U } O O Z C7) ::) U m (n u_ O } U ho I date. Irevision/Issue I designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro? no 12007-01 scale AS SHOWN date OCT 17, 2012 RODOLFO J. VARGAS PE • .35548 . drawing C-6 Z o v r w o e F m ¢ m o a y O 0 V J = •�' w a w U a N o . wai N20' VIII 6 � E wN i omw III 3� 0 m Q O (s O J I.L. w w U :> a - am Cf)I z . z_ (n Lij n J _J O - Q U } O O Z C7) ::) U m (n u_ O } U ho I date. Irevision/Issue I designed R. VARGAS drawn N. SERRATE checked L. SERRATE approved R. VARGAS pro? no 12007-01 scale AS SHOWN date OCT 17, 2012 RODOLFO J. VARGAS PE • .35548 . drawing C-6