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HomeMy WebLinkAboutResolution Zoning 14-Z-146CI V I L E N G I N E E R : ST R U C T U R A L E N G I N E E R : AR C H I T E C T O F R E C O R D VS N ME P E N G I N E E R : LA N D S C A P E A R C H I T E C T : 29 0 0 O A K A V E N U E MI A M I , F L O R I D A 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 w w w . a r q u i t e c t o n i c a . c o m 30 5 . 3 7 2 . 1 1 7 5 AR Q U I T E C T O N I C A G E O OW N E R S : SE P T E M B E R 2 9 , 2 0 1 4 No c o p i e s , t r a n s m i s s i o n s , r e p r o d u c t i o n s , o r e l e c t r o n i c m a n i p u l a t i o n o f a n y p o r t i o n o f th e s e d r a w i n g s i n w h o l e o r i n p a r t a r e t o b e m a d e w i t h o u t t h e e x p r e s s w r i t t e n pe r m i s s i o n o f A r q u i t e c t o n i c a I n t e r n a t i o n a l . A l l d e s i g n s i n d i c a t e d i n t h e s e d r a w i n g s DU H  S U R S H U W \  R I  $ U T X L W H F W R Q L F D  , Q W H U Q D W L R Q D O    $ O O  F R S \ U L J K W V  U H V H U Y H G   ‹       85 5 0 W E S T F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 . 5 5 1 . 6 2 6 7 w w w . v s n e n g . c o m 30 5 . 5 5 1 . 4 5 4 2 GE O T E C H N I C A L E N G I N E E R SU R V E Y O R 29 0 0 O A K A V E N U E MI A M I , F L O R I D A 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 w w w . a r q u i t e c t o n i c a g e o . c o m 30 5 . 3 7 2 . 1 1 7 5 CH A T E A U O C E A N L L C . 10 0 0 E H A L L A N D A L E B E A C H B L V D . SU I T E B H A L L A N D A L E B E A C H F L 3 3 0 0 9 30 5 . 7 7 7 . 7 2 8 0 ww w . c h a t e a u g r o u p . n e t 78 6 . 5 1 3 . 2 6 2 6 TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R A L E , F L 3 3 3 0 1 95 4 . 9 0 3 . 9 3 0 0 w w w . T h o r n t o n T o m a s e t t i . c o m 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 5 FO R T I N , L E A V Y , S K I L E S , I N C . 18 0 N E 1 6 8 T H S T R E E T NO R T H M I A M I B E A C H , F L O R I D A 3 3 1 6 2 30 5 . 6 5 3 . 4 4 9 3 30 5 . 6 5 1 . 7 1 5 2 AR C H I T E C T U R A L A0 . 0 0 0 CO V E R / I N D E X SU R V E Y A0 . 0 0 1 PR O J E C T D A T A A0 . 0 0 2 LO C A T I O N P L A N A0 . 0 0 3 IL L U S T R A T I V E S I T E P L A N A0 . 0 0 4 F. A . R . A N A L Y S I S A0 . 0 0 5 F. A . R . A N A L Y S I S A0 . 0 0 6 F. A . R . A N A L Y S I S A0 . 0 0 7 F. A . R . A N A L Y S I S A0 . 0 0 8 F. A . R . A N A L Y S I S A0 . 0 0 9 SI T E D I A G R A M S A0 . 1 0 1 SI T E P L A N A1 . 1 0 1 LE V E L 0 - G A R A G E F L O O R P L A N A1 . 1 0 2 LE V E L 1 - A M E N I T I E S F L O O R P L A N A1 . 1 0 3 LE V E L 2 - P A R K I N G F L O O R P L A N A1 . 1 0 4 LE V E L 3 - L O B B Y F L O O R P L A N A1 . 1 0 5 LE V E L 4 - A M E N I T I E S F L O O R P L A N A1 . 1 0 6 LE V E L 5 - 4 5 - T O W E R F L O O R P L A N S A1 . 1 0 7 LE V E L 4 6 - 4 7 - P E N T H O U S E F L O O R P L A N S A1 . 1 0 8 LE V E L 4 8 - 4 9 - P E N T H O U S E F L O O R P L A N S A1 . 1 0 9 LE V E L 5 0 - P E N T H O U S E F L O O R P L A N A2 . 1 0 1 EL E V A T I O N S - E A S T A N D W E S T A2 . 1 0 2 EL E V A T I O N S - N O R T H A N D S O U T H A3 . 1 0 1 SE C T I O N S A3 . 1 0 2 SI T E S E C T I O N S A7 . 1 0 1 PA R K I N G D E T A I L S CI V I L C- 0 CO V E R C- 2 SI T E A N D P A V I N G P L A N C- 3 SI T E A N D P A V I N G D E T A I L S C- 3 GR A D I N G A N D D R A I N A G E P L A N C- 4 ST O R M D R A I N A G E D E T A I L S C- 5 SE D I M E N T T A N K A N D D R A I N A G E W E L L T Y P I C A L D E T A I L S C- 6 CD S H Y D R O D Y N A M I C S E P A R A T O R D E T A I L S C- 7 SI T E U T I L I T I E S P L A N LA N D S C A P E L1 . 0 0 1 PL A N T I N G T A B U L A T I O N L1 . 1 0 2 LE V E L 1 - A M E N I T I E S H A R D S C A P E & G R A D I N G P L A N L1 . 1 0 4 LE V E L 3 - L O B B Y H A R D S C A P E & G R A D I N G P L A N L1 . 1 0 5 LE V E L 4 - A M E N I T I E S H A R D S C A P E & G R A D I N G P L A N L1 . 2 0 2 LE V E L 1 - A M E N I T I E S P L A N T I N G P L A N L1 . 2 0 4 LE V E L 3 - L O B B Y P L A N T I N G P L A N L1 . 2 0 5 LE V E L 4 - A M E N I T I E S P L A N T I N G P L A N L1 . 3 0 2 PR E L I M I N A R Y S I T E L I G H T I N G PROPERTY LINE10'-0" FRONT SETBACK4'1'75'-0" TOWER SETBACKGARAGE PARKING LEVEL 1 PARKING18'-0"30'-0"75'-0"LEVEL 2 PARKING LEVEL 3 LOBBY LEVEL 4 AMENITIES25'-0" TOWER SETBACKPROPERTY LINEFRONT SETBACK 6'-0" GA R A G E P A R K I N G LE V E L 1 P A R K I N G LE V E L 2 P A R K I N G 3' 2' 25'-0" TOWER SETBACK PROPERTY LINE 16 ' - 6 " SO U T H IN T E R I O R S I D E S E T B A C K S / V I E W C O R R I D O R S 6'-0" NORTHINTERIOR SIDE SETBACKS/VIEW CORRIDORS GARAGE PARKING LEVEL 1 PARKING LEVEL 2 PARKING 20' BEACH ACCESS EASEMENT3'2'GRADEGRADE GR A D E 25'-0"20'-0" 25 ' - 0 " PR O J E C T DA T A SC A L E : 1 " = 2 0 ' A0 . 0 0 1 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : PROJECT DATALEGAL DESCRIPTIONLot 79 of TATUM'S OCEAN BEACH PARK, according to the Plat thereof, as recorded in Plat Book 5, at P a g e 3 5 , o f t h e P u b l i c R e c o r d s o f Miami-Dade County, Florida, which lies East of the Easterly right of way line of State Road A-1-A per Stat e R o a d R i g h t o f W a y M a p S e c t i o n 87060-2104, Miami-Dade County, Florida.ALSO KNOWN AS:Lot 79 of TATUM'S OCEAN BEACH PARK, according to the Plat thereof, as recorded in Plat Book 5, at P a g e 3 5 , o f t h e P u b l i c R e c o r d s o f Miami-Dade County, Florida, which lies East of the following described line, namely: Beginning 290 feet W e s t o f t h e m o s t E a s t e r l y PRQXPHQWRQWKH6RXWKOLQHRI/RWRI7$780 62&($1%($&+3$5.1RUWKƒ (DVWIRUDGLV W D Q F H  R I         I H H W  W R  W K H  1 R U W K line of Lot 81 of TATUM'S OCEAN BEACH PARK.EXCEPT:That portion of the aforedescribed premises heretofore deeded to Miami-Dade County, Florida, for highwa y p u r p o s e s . ANDThe North 1/2 of Lot 77, and all of Lot 78, TATUM'S OCEAN BEACH PARK, according to the plat thereof , a s r e c o r d e d i n P l a t B o o k 5 , a t Page 35, of the Public Records of Miami-Dade County, Florida, lying East of the following described line: B e g i n n i n g 2 9 0 . 0 0 f e e t W e s t o f t h e (DVWHUO\PRQXPHQWRIWKH6RXWKOLQHRI/RWRIWKHDIRUHVDLGVXEGLYLVLRQWKHQFH1RUWKƒ (DVWI R U  D  G L V W D Q F H  R I         I H H W  W R  W K H North line of Lot 81, of said subdivision.ZONING DISTRICTSFolio: 31-2214-008-0040Folio: 31-2214-008-0030SITE DATA SUMMARYPROJECT ADDRESS: 15701 & 15795 COLLINS AVE., S U N N Y I S L E S B E A C H , F L 3 3 1 6 0 FOLIO NUMBERSFolio: 31-2214-00 8 - 0 0 4 0 & F o l i o : 3 1 - 2 2 1 4 - 0 0 8 - 0 0 3 0 ZONING CLASSIFICATION:MIXED U S E - R E S O R T D I S T R I C T M U - R FUTURE LAND USE DESIGNATIONMIXED U S E - H I G H D E N S I T Y R E S O R T F.E.M.A. FLOOD ZONE:AE, VE , X GROSS LOT AREA2.20 A C R E S ( 9 5 , 9 8 8 S q f t ) SITE DEVELOPMENT STANDARDS REQ'D PR O V I D E D MINIMUM LOT WIDTH 200'-0 " 25 0 ' - 0 " MINIMUM LOT SIZE20,000 S F 95 , 9 8 8 S F MAXIMUM HEIGHT FAA HEIGHT RESTRICTI O N 64 9 ' - 0 " LOT COVERAGE (REFER TO SH 1/A0.009) (80% MAX.) 76,791 S F 60 , 2 2 4 S F MINIMUM SETBACKSFRONT SETBACKBELOW GRADE GARAGE10'-0" 18 ' - 0 " PEDESTAL 75'-0" 75 ' - 0 " TOWER 75'-0" 13 7 ' - 7 " REAR SETBACKBELOW GRADE GARAGEBULKH E A D L I N E BU L K H E A D L I N E PEDESTAL BULKH E A D L I N E 10 6 ' - 1 0 " TOWER BULKH E A D L I N E 11 2 ' - 2 " INTERIOR SIDE SETBACK NORTH:BELOW GRADE GARAGE20'-0" 20 ' - 0 " PEDESTAL 20'-0" 20 ' - 0 " TOWER 25'-0" 25 ' - 0 " SOUTH:BELOW GRADE GARAGEPROP E R T Y L I N E PR O P E R T Y L I N E PEDESTAL 16'-6" 16 ' - 6 " TOWER 25'-0" 25 ' - 0 " MAXIMUM BUILDING WIDTH250'-0 " 20 0 ' - 0 " SETBACK DIAGRAMS Sec.265-35 D(1)Sec.265-35 D(1)Sec.265-35 D(2),bSec.265-35 D(3)Sec.265-35 D(4)Sec.265-35 D(4) a.1Sec.265-35 D(4) b.1Sec.265-35 D(4) c.1 RE Q ' D PR O V I D E D EA S E M E N T S RE Q U I R E D B E A C H E A S E M E N T 20 ' - 0 " 20 ' - 0 " CO L L I N S L A N D S C A P E E A S E M E N T 10 ' - 0 " 10 ' - 0 " PU B L I C O C E A N P A R K & O P E N S P A C E E N H A N C E M E N T B O N U S 10 , 0 0 0 S F 10 , 0 0 0 S F FL O O R A R E A R A T I O BA S E F A R R A T I O 2. 5 0 (2 3 9 , 9 7 0 S F ) BE A C H A C C E S S B O N U S , A C C E S S E A S E M E N T 0. 1 0 (9 , 5 9 9 S F ) BE A C H A C C E S S B O N U S , A C C E S S T R U S T F U N D C O N T R I B U T I O N B O N U S 0. 2 0 (1 9 , 1 9 8 S F ) PU B L I C B E A C H R E C R E A T I O N A L E N H A N C E M E N T B O N U S 0. 6 0 (5 7 , 5 9 2 S F ) CO L L I N S A V E P U B L I C S T R E E T S C A P E E N H A N C E M E N T B O N U S 0. 6 0 (5 7 , 5 9 2 S F ) SU N N Y I S L E S P U B L I C P A R K I N G B O N U S 0. 2 0 (1 9 , 1 9 8 S F ) PU B L I C O C E A N F R O N T P A R K A N D O P E N S P A C E E N H A N C E M E N T B O N U S 0. 2 0 (1 9 , 1 9 8 S F ) ED U C A T I O N A L A N D C U L T U R A L I N F R A S T R U C T U R E B O N U S 0. 2 0 (1 9 , 1 9 8 S F ) TO T A L F L O O R A R E A R A T I O ( W I T H O U T T R D s ) 4. 6 0 (4 4 1 , 5 4 5 S F ) PU R C H A S E D CI T Y - O W N E D T D R s 0. 5 1 (4 9 , 0 1 8 S F ) PU R C H A S E D P R I V A T E T D R s 0. 8 7 (8 3 , 4 4 5 S F ) IN C R E A S E I N F A R T H R O U G H T D R s 30 % TO T A L F A R R A T I O ( W I T H T D R s ) 5. 9 8 TO T A L F A R B U I L D A B L E A R E A 57 4 , 0 0 8 57 3 , 8 7 6 S F FA R A R E A C H A R T GR O S S A R E A C H A R T ( N O T I N C L U D I N G B A L C O N I E S ) Se c . 2 6 5 - 3 5 D ( 8 ) Se c . 2 6 5 - 3 5 D ( 9 ) MA X I M U M D W E L L I N G U N I T D E N S I T Y RE Q ' D PR O V I D E D DU D E N S I T Y W I T H F A R B O N U S E S 1 7 6 U N I T S ( 8 0 D U / A C R E ) IN C R E A S E I N F A R T H R O U G H 3 0 % T D R 52 U N I T S TO T A L U N I T S A L L O W E D 22 8 U N I T S 21 2 U N I T S RE S I D E N T I A L P R O G R A M LO A D I N G RE Q ' D PR O V I D E D SI Z E F O R O N E R E Q U I R E D L O A D I N G S P A C E I N M U - R 1- 1 1 ' x 3 5 ' x 1 4 ' 1- 1 1 ' x 3 5 ' x 1 4 ' SI Z E S T A N D A R D R E Q U I R E D L O A D I N G S P A C E S 1- 1 0 ' x 2 5 ' x 1 4 ' 1- 1 0 ' x 2 5 ' x 1 4 ' OP E N S P A C E R E Q U I R E M E N T S MI N . R E Q U I R E D O P E N S P A C E O F 4 0 % O F T O T A L L O T A R E A (R E F E R T O S H 2 / A 0 . 0 0 9 ) 38 , 3 9 5 S F 56 , 0 5 8 S F MA X . A L L O W E D H A R D S C A P E , 5 0 % O F R E Q U I R E D O P E N S P A C E (R E F E R T O S H 3 / A 0 . 0 0 9 ) 19 , 1 9 8 S F 12 , 8 7 5 S F PA R K I N G R E Q U I R E M E N T S MU L T I F A M I L Y D W E L L I N G 1. 5 S P / U N I T ( L E S S T H A N 1 , 8 0 0 S F ) A N D 2 . 0 S P / U N I T ( O V E R 1 , 8 0 0 S F ) 38 4 S P A C E S 38 4 S P A C E S GU E S T P A R K I N G 20 S P A C E S ( 5 % ) 20 S P A C E S TO T A L R E Q U I R E D P A R K I N G S P A C E S 40 4 S P A C E S 41 6 S P A C E S Se c . 2 6 5 - 3 5 D ( 1 0 ) Se c . 2 6 5 - 3 5 D ( 1 4 ) Se c . 2 6 5 - 3 5 D ( 1 5 ) Se c . 2 6 5 - 4 6 A Sec.265-35 D(6) PR O J E C T LO C A T I O N SC A L E : N . T . S A0 . 0 0 2 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : PO O L ELEV. +9'-0"GRADE EL E V . + 1 4 ' - 0 " LE V E L 1 - P O O L D E C K ELEV. +9'-0"DRIVEWAY WO O D DE C K KI D ' S AR E A EL E V . + 1 0 ' - 0 " GR A D E ELEV. + 5 8 ' - 0 " LEVEL 4 - P O O L D E C K PO O L SK Y L I G H T REFLECTINGPOOLSPA SPA OU T D O O R S P A PA L M GR O V E ELEV. +14'-0"LEVEL 1 - GARAGEELEV. +26'-0"LEVEL 2 - GARAGE 50 S T O R Y TO W E R BE A C H A C C E S S E A S E M E N T SIGNAGESIGNAGE 10 , 0 0 0 S F PU B L I C O C E A N F R O N T P A R K & O P E N S P A C E E A S E M E N T IL L U S T R A T I V E SC A L E : 1 / 1 6 " = 1 ' - 0 " A0 . 0 0 3 SI T E P L A N Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : PR O P O S E D I L L U S T R A T I V E S I T E P L A N 1 1/ 1 6 " = 1 ' - 0 " TOTALPARKING =303SPACES UP TR A N S F O R M E R VA U L T TR A S H RM . CA T V TR A S H RM . AM E N I T I E S FA R AN A L Y S I S SC A L E : 1 " = 2 0 ' - 0 " A0 . 0 0 4 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : FAR AREA = 0GROSS AREA =61,571 SF FA R A R E A = 9, 6 2 4 S F GR O S S A R E A = 32 , 2 3 4 S F LEVEL 0 - BASEMENT FLOOR PLAN11" = 20' LE V E L 1 - A M E N I T I E S & P A R K I N G F L O O R P L A N 2 1" = 2 0 ' UP MECH.FIREPUMP GEN.SWITCHROOM DN ME C H A N I C A L ME P LO B B Y FI R E CO M M A N D AM E N I T I E S AM E N I T I E S EL E C FA R AN A L Y S I S SC A L E : 1 " = 2 0 ' - 0 " A0 . 0 0 5 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : FAR AREA = 397 SFGROSS AREA =22,620 SF FA R A R E A = 7, 4 3 0 S F GR O S S A R E A = 11 , 0 8 5 S F LEVEL 2 - PARKING FLOOR PLAN11" = 20' LE V E L 3 - L O B B Y F L O O R P L A N 2 1" = 2 0 ' AMENITIESMECHANICAL ELECOPEN TOBELOW AM E N I T I E S FA R AN A L Y S I S SC A L E : 1 " = 2 0 ' - 0 " A0 . 0 0 6 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : FAR AREA = 9,493 SFGROSS AREA =12,791 SF FA R A R E A = 49 2 , 1 2 0 S F 12 , 3 0 3 S F x 4 0 L V L S GR O S S A R E A = 59 1 , 6 8 0 S F 14 , 7 9 2 S F x 4 0 L V L S LEVEL 4 - AMENITIES FLOOR PLAN11" = 20' LE V E L 5 - 3 1 , 3 3 - 4 5 - T Y P I C A L T O W E R F L O O R P L A N 2 1" = 2 0 ' LE V E L 3 2 - A M E N I T I E S F L O O R P L A N 3 1" = 2 0 ' FA R A R E A = 10 , 9 4 7 S F GR O S S A R E A = 13 , 3 7 6 S F MACHINERMELEV. FA R AN A L Y S I S SC A L E : 1 " = 2 0 ' - 0 " A0 . 0 0 7 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : FAR AREA = 11,351 SFGROSS AREA =13,811 SF LEVEL 46 - PH 1 FLOOR PLAN11" = 20' LE V E L 4 7 - P H 2 F L O O R P L A N 2 1" = 2 0 ' LE V E L 4 8 - P H 3 F L O O R P L A N 3 1" = 2 0 ' FA R A R E A = 8, 3 4 0 S F GR O S S A R E A = 9, 6 8 4 S F FA R A R E A = 10 , 3 7 0 S F GR O S S A R E A = 12 , 1 7 8 S F FA R AN A L Y S I S SC A L E : 1 " = 2 0 ' - 0 " A0 . 0 0 8 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : FAR AREA = 7,629 SFGROSS AREA =8,828 SF LEVEL 49 - PH 4 FLOOR PLAN11" = 20' FA R A R E A = 6, 1 7 5 S F GR O S S A R E A = 7, 3 6 7 S F LE V E L 5 0 - P H 5 F L O O R P L A N 2 1" = 2 0 ' SI T E DI A G R A M S SC A L E : 1 " = 2 0 ' - 0 " A0 . 0 0 9 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LOT COVERAGE DIAGRAM1 LA N D S C A P E D O P E N S P A C E D I A G R A M 2 HA R D S C A P E D I A G R A M 3 LA N D S C A P E D O P E N S P A C E D I A G R A M TO T A L Dr i v e A r e a s Ar e a C o v e r e d b y B u i l d i n g Si t e A r e a 56 , 0 5 8 G S F 58 . 4 % O p e n 8, 9 5 0 G S F 30 , 9 8 0 G S F 95 , 9 8 8 G S F LO T C O V E R A G E D I A G R A M TO T A L Si t e A r e a Lo t C o v e r a g e ( G a r a g e B e l o w ) 64 . 1 % 95 , 9 8 8 G S F 61 , 5 7 0 G S F HA R D S C A P E D I A G R A M TO T A L La n d s c a p e d O p e n S p a c e A r e a Ha r d s c a p e A r e a s 22 . 9 % H a r d s c a p e Ar e a s 56 , 0 5 8 G S F 12 , 8 7 5 G S F BE N C H BEACHACCESSPAVINGPLANTINGDRIVABLEPLANTINGBEACHACCESSPAVING TR A S H BENCHTRASH BE N C H TR A S H BE A C H SH O W E R X X X X X X X X X X X X X X X X X X X X X X X X X X X X PR O P E R T Y L I N E PR O P E R T Y L I N E BULKHEAD LINE EROSION CO N T R O L L I N E CCCL COLLINS AVENUEEXISTING DEPRESSED CURBEXISTING SIDEWALK10'-0"EASEMENT 20'-0"BEACHACCESS CCCL PROPERTY LINE DN ELEV. +14'-0"LEVEL 1 - GARAGE EL E V . + 3 8 ' - 0 " LE V E L 3 - D R O P O F F ELEV. +26'-0"LEVEL 2 - GARAGE EL E V . + 1 4 ' - 0 " LE V E L 1 - P O O L D E C K ELEV. +9'-0"DRIVEWAY PR O P O S E D 5 0 ST O R Y T O W E R EL E V . + 1 0 ' - 0 " GR A D E EL E V . + 3 8 ' - 0 " LE V E L 3 - L O B B Y 10'10'10'10' PO O L 12% SLOPE12% SLOPE WATER WALL ME C H A N I C A L ME P FI R E CO M M A N D RAMP UP RAMP UP13'-2"13'-2"12'-5"12'-10"R41'-8"R15'-0"R42'-0"R42'-0"R16'-10"R29'-9" R 3 4 ' - 1 1 " 29 ' - 1 1 " 24'-0" 16'-10" 16 ' - 1 0 " 13'-2"13'-2" FD S E T U P A R E A 36 ' - 0 " 21'-0" 21'-0"R10'-0"R10'-0" PA R K I N G 123 4 5 6 75'-0"FRONT PEDESTAL SETBACK LO B B Y / L O U N G E 5, 8 9 5 S F AM E N I T I E S 1, 4 0 0 S F 75'-0"FRONT PEDESTAL SETBACK WO O D DE C K KI D ' S AR E A 36'-11"26'-4" 24'-11" 62 ' - 7 " 5' - 0 " 23 ' - 9 " 4' - 6 " O U T D O O R CO V E R E D D I N I N G 21 ' - 8 " 28'-7" 14 ' - 0 " 10'-11"42'-7"18'-0"UNDERGROUNDGARAGEUNDERGROUND GA R A G E 10'10'10'10' 10 , 0 0 0 S F PU B L I C O C E A N F R O N T P A R K & O P E N S P A C E E A S E M E N T 25'-0" SIDE TOWER SETBACK SIDE PEDESTAL SETBACK 16'-6" 25'-0" SIDE TOWER SETBACK 101'- 4 " PE D E S T R I A N AC C E S S 25'-0" SIDE TOWER SETBACK ZZ ZZZZZZZZ 99 ' - 3 " UN D E R G R O U N D G A R A G E 11 2 ' - 2 " RE A R T O W E R S E T B A C K ( E Y E B R O W ) 10 6 ' - 1 0 " RE A R P E D E S T A L S E T B A C K ( L E V E L 3 T E R R A C E ) 40'-0"COMBINED BEACH ACCESS20'-0"UNDERGROUND GARAGE 20'-0" SIDE PEDESTAL SETBACK 28'-0" GLASS LINE 137'-7"FRONT TOWER SETBACK 11 5 ' - 2 " ELEV. +9'-0"GRADE12'-0"12'-0"2'-4" PR O P O S E D OV E R A L L S I T E SC A L E : 1 ' 0 " = 1 / 1 6 " A0 . 1 0 1 PL A N Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : PR O P O S E D S I T E P L A N 1 1/ 1 6 " = 1 ' - 0 " TO T A L PA R K I N G = 30 3 S P A C E S MECH.18'-0"GARAGESETBACK RAMP UP 26 9 ' - 6 " 26 5 ' - 1 0 " 230'-11" 230'-8"1 10 13 16 19 22 25 28 31 34 37 40 43 46 4931215182124273033363942454851 53 55 5759616365676971737577798183 8587 8991 9395 9799 10 1 10 3 10 5 10 7 10 9 14 8 15 0 15 2 15 4 15 6 15 8 16 0 16 2 16 4 16 6 16 8 17 0 17 2 17 4 17 6 17 8 18 0 18 2 18 4 18 6 18 8 19 0 19 2 19 4 19 6 19 8 20 0 20 2 20 4 20 6 20 8 21 0 21 2 21 4 23 6 23 8 24 3 23 9 24 0 24 1 24524724925125325726126526927327728128528929329725525926326727127527928328729129529930030130230318'-0"18'-0"18'-0"18'-0"18'-0"17'-1"18'-0"18'-0"18'-0" 18'-0"18'-0"18'-0" 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 18 ' - 0 " 9'-0" 9'-0" 9'-0" 9'-0" EL E V . + 1 ' - 0 " BA S E M E N T PR O P E R T Y L I N E PR O P E R T Y L I N E BULKHEAD LINE EROSION CO N T R O L L I N E CCCL COLLINS AVENUEEXISTING DEPRESSED CURBEXISTING SIDEWALK10'-0"EASEMENT 20'-0"BEACHACCESS CCCL PROPERTY LINE18 ' - 0 " 25'-0" SIDE TOWER SETBACK LE V E L 0 FL O O R P L A N SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 . 1 0 1 GA R A G E Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LE V E L 0 F L O O R P L A N - G A R A G E 1 1/ 1 6 " = 1 ' - 0 " UP BE N C H BEACHACCESSPAVINGPLANTINGDRIVABLEPLANTINGBEACHACCESSPAVING TR A S H BENCHTRASH BE N C H TR A S H BE A C H SH O W E R X X X X X X X X X X X X X X X X X X X X X X X X X X X X TOTALPARKING =63 SPACES TR A N S F O R M E R VA U L T LINE OF BASEMENT BELOW TR A S H RM . CA T V TR A S H RM . PO O L BA R AM E N I T I E S 8, 0 1 5 S F 12 61 63 ELEV. +14'-0"LEVEL 1 SIDE PEDESTAL SETBACK ELEV. +11'-0"LOADING RAMP DN PR O P E R T Y L I N E PR O P E R T Y L I N E BULKHEAD LINE EROSION CO N T R O L L I N E CCCL COLLINS AVENUEEXISTING DEPRESSED CURBEXISTING SIDEWALK10'-0"EASEMENT 20'-0"BEACHACCESS CCCL PROPERTY LINE 3456789101112131415 57 59 PO O L RE S T R O O M S ELEV. +14'-0"LEVEL 1 - GARAGE EL E V . + 1 4 ' - 0 " LE V E L 1 - P O O L D E C K ELEV. +9'-0"DRIVEWAY EL E V . + 1 0 ' - 0 " GR A D E EL E V . + 1 4 ' - 0 " LE V E L 1 PO O L WO O D DE C K KI D ' S AR E A OU T D O O R CO V E R E D D I N I N G PO O L 12% SLOPE RAMP UP WO O D DE C K KI D ' S AR E A OU T D O O R CO V E R E D D I N I N G AUTOMATICGARAGE GATEROLL DOWNDOOR ELEV. +9'-0"GRADEELEV. +9'-0"GRADE 16'-6" 18'-0"23'-0" 18 ' - 0 " 18'-0"23'-0" 18 ' - 0 " 18 ' - 0 " 9'-0" 23 ' - 0 " 25'-0" SIDE TOWER SETBACK 25'-0" SIDE TOWER SETBACK 75'-0"FRONT PEDESTAL SETBACK 62 ' - 7 " 23 ' - 9 " 4' - 6 " 24'-11" 62 ' - 7 " 23 ' - 9 " 4' - 6 " 13'-2"13'-2"R41'-8"R15'-0"13'-2"13'-2"26'-4"12'-0" 5' - 0 " 12 10 , 0 0 0 S F PU B L I C O C E A N F R O N T P A R K & O P E N S P A C E E A S E M E N T 26'-4" PE D E S T R I A N AC C E S S 101'- 4 " 11 2 ' - 2 " RE A R T O W E R S E T B A C K ( E Y E B R O W ) 20'-0" SIDE PEDESTAL SETBACK 12'-0"2'-4" LE V E L 1 FL O O R P L A N SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 . 1 0 2 AM E N I T I E S Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LE V E L 1 F L O O R P L A N - A M E N I T I E S 1 1/ 1 6 " = 1 ' - 0 " X X X X X X X X X X X X X X X X X X X X X X X X X X X X TO T A L PA R K I N G = 44 S P A C E S ME C H A N I C A L FI R E PU M P GE N E R A T O R SW I T C H RO O M OP E N T O BE L O W 31 32 33 34 36 37 38 39 40 41 44 12'-0"5'-0" 75'-0"FRONT PEDESTAL SETBACK 35 4342 75'-0"FRONT PEDESTAL SETBACK EL E V . + 1 4 ' - 0 " LE V E L 1 - P O O L D E C K ELEV. +9'-0"DRIVEWAY EL E V . + 1 0 ' - 0 " GR A D E ELEV. +26'-0"LEVEL 2 - GARAGE EL E V . + 2 6 ' - 0 " LE V E L 2 ELEV. +26'-0"LEVEL 2 - GARAGE 13'-2"13'-2"R41'-8"R15'-0"R42'-0"13'-2"13'-2"26'-4"AUTOMATICGARAGE GATE ELEV. +14'-0"LEVEL 1 - GARAGE SIDE PEDESTAL SETBACK 16'-6" 25'-0" SIDE TOWER SETBACK 25'-0" SIDE TOWER SETBACK OP E N T O BE L O W OP E N T O BE L O W 24'-11" 11 2 ' - 2 " RE A R T O W E R S E T B A C K ( E Y E B R O W ) 20'-0" SIDE PEDESTAL SETBACK 25'-0" SIDE TOWER SETBACK PR O P E R T Y L I N E PR O P E R T Y L I N E BULKHEAD LINE EROSION CO N T R O L L I N E CCCL COLLINS AVENUEEXISTING DEPRESSED CURBEXISTING SIDEWALK10'-0"EASEMENT 20'-0"BEACHACCESS CCCL PROPERTY LINE UP ELEV. +9'-0"GRADEELEV. +9'-0"GRADE12'-0"12'-0"2'-4" LE V E L 2 FL O O R P L A N SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 . 1 0 3 PA R K I N G Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LE V E L 2 F L O O R P L A N - P A R K I N G 1 1/ 1 6 " = 1 ' - 0 " X X X X X X X X X X X X X X X X X X X X X X X X X X X X ELEV. +14'-0"LEVEL 1 - GARAGEELEV. +26'-0"LEVEL 2 - GARAGE EL E V . + 1 4 ' - 0 " LE V E L 1 - P O O L D E C K 12% SLOPE12% SLOPE WATER WALL ME C H A N I C A L ME P FI R E CO M M A N D RAMP UP RAMP UP13'-2"13'-2"12'-5"12'-10"R41'-8"R15'-0"R42'-0"R42'-0"R16'-10"R29'-9" R 3 4 ' - 1 1 " 29 ' - 1 1 " 24'-0" 16'-10" 16 ' - 1 0 " 13'-2"13'-2"21'-0"R10'-0"R10'-0"ELEV. +9'-0"DRIVEWAY PA R K I N G 123 4 5 6 75'-0"FRONT PEDESTAL SETBACK LO B B Y / L O U N G E 5, 8 9 5 S F AM E N I T I E S 1, 4 0 0 S F PR O P O S E D 5 0 ST O R Y T O W E R 36'-11"26'-4" 24'-11" EL E V . + 1 0 ' - 0 " GR A D E EL E V . + 3 8 ' - 0 " LE V E L 3 - L O B B Y 21 ' - 8 " 28'-7" 14 ' - 0 " 10'-11" EL E V . + 3 8 ' - 0 " LE V E L 3 - D R O P O F F 25'-0" SIDE TOWER SETBACK 25'-0" SIDE TOWER SETBACK SIDE PEDESTAL SETBACK 16'-6" 25'-0" SIDE TOWER SETBACK PE D E S T R I A N AC C E S S 10 6 ' - 1 0 " RE A R P E D E S T A L S E T B A C K ( L E V E L 3 T E R R A C E ) 11 2 ' - 2 " RE A R T O W E R S E T B A C K ( E Y E B R O W ) 20'-0" SIDE PEDESTAL SETBACK PR O P E R T Y L I N E PR O P E R T Y L I N E BULKHEAD LINE EROSION CO N T R O L L I N E CCCL COLLINS AVENUEEXISTING DEPRESSED CURBEXISTING SIDEWALK10'-0"EASEMENT 20'-0"BEACHACCESS CCCL PROPERTY LINE DN 137'-7"FRONT TOWER SETBACK 75'-0"FRONT PEDESTAL SETBACK ELEV. +9'-0"GRADEELEV. +9'-0"GRADE12'-0"12'-0"2'-4" LE V E L 3 FL O O R P L A N SC A L E : 1 ' 0 " = 1 / 1 6 " A1 . 1 0 4 LO B B Y Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LE V E L 3 F L O O R P L A N - L O B B Y 1 1/ 1 6 " = 1 ' - 0 " X X X X X X X X X X X X X X X X X X X X X X X X X X X X R O O F L I N E EL E V . + 5 8 ' - 0 " LE V E L 4 - P O O L D E C K PO O L SK Y L I G H T AM E N I T I E S 9, 5 0 5 S F ME C H A N I C A L EL E C ELEC OP E N T O BE L O W BA R REFLECTINGPOOLSPASPA OU T D O O R S P A PA L M GR O V E 11 2 ' - 2 " RE A R T O W E R S E T B A C K ( E Y E B R O W ) EL E V . + 5 8 ' - 0 " LE V E L 4 ELEV. +14'-0"LEVEL 1 - GARAGEELEV. +26'-0"LEVEL 2 - GARAGE EL E V . + 1 4 ' - 0 " LE V E L 1 - P O O L D E C K ELEV. +9'-0"DRIVEWAY EL E V . + 1 0 ' - 0 " GR A D E ELEV. +9'-0"GRADE 24'-11" 19'-4"15'-2" 22 ' - 0 " 13 ' - 0 " 78'-10"3'-2" 25'-0" SIDE TOWER SETBACK 25'-0" SIDE TOWER SETBACK 20'-0" SIDE PEDESTAL SETBACK SIDE PEDESTAL SETBACK 16'-6" 25'-0" SIDE TOWER SETBACK 10 6 ' - 1 0 " RE A R P E D E S T A L S E T B A C K ( L E V E L 3 T E R R A C E ) PR O P E R T Y L I N E PR O P E R T Y L I N E BULKHEAD LINE EROSION CO N T R O L L I N E CCCL COLLINS AVENUEEXISTING DEPRESSED CURBEXISTING SIDEWALK10'-0"EASEMENT 20'-0"BEACHACCESS CCCL PROPERTY LINE 75'-0"FRONT PEDESTAL SETBACK137'-7"FRONT TOWER SETBACK LE V E L 4 FL O O R P L A N SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 . 1 0 5 AM E N I T I E S Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LE V E L 4 F L O O R P L A N - A M E N I T I E S 1 1/ 1 6 " = 1 ' - 0 " 200'-0"3'-0" 3'- 0 " 107'-0" CA B A N A 2 CA B A N A 1 CA B A N A 3 200'-0" 3'- 0 " 3'- 0 " 10 7 ' - 0 " Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LE V E L S 0 5 - 4 5 FL O O R P L A N S SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 . 1 0 6 TO W E R LEVEL 5-31, 33-45 - TYPICAL TOWER FLOOR PLAN11/16" = 1'-0" LE V E L 3 2 - A M E N I T I E S F L O O R P L A N 2 1/ 1 6 " = 1 ' - 0 " MACHINERMELEV.3'-0"200'-0"22'-8"3'- 0 " 107'-0" 200'-0" 3'- 0 " 45'- 3 " 3'- 0 " 10 7 ' - 0 " Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LE V E L S 4 6 - 4 7 FL O O R P L A N S SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 . 1 0 7 TO W E R LEVEL 46 - PH1 FLOOR PLAN11/16" = 1'-0" LE V E L 4 7 - P H 2 F L O O R P L A N 2 1/ 1 6 " = 1 ' - 0 " 183'-10"3'-0"50'-7"3'- 0 " 107'-0" 156'-9" 3'- 0 " 32'- 8 " 3'- 0 " 10 7 ' - 0 " LE V E L S 4 8 - 4 9 FL O O R P L A N S SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 . 1 0 8 TO W E R Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LEVEL 48 - PH3 FLOOR PLAN11/16" = 1'-0" LE V E L 4 9 - P H 4 F L O O R P L A N 2 1/ 1 6 " = 1 ' - 0 " 2,380 SF 135 SF21 5 S F 26 0 S F 138'-10"3'-0"36'-10"3'- 0 " 107'-0" LE V E L 5 0 FL O O R P L A N SC A L E : 1 / 1 6 " = 1 ' - 0 " A1 . 1 0 9 TO W E R Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : LEVEL 50 - PH5 FLOOR PLAN11/16" = 1'-0" Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : EL E V A T I O N S SC A L E : 1 " = 4 0 ' A2 . 1 0 1 CH R O M E F I N I S H E D CO L U M N C A S I N G GL A S S AL U M I N U M F I N GL A S S R A I L I N G AL U M I N U M F I N AL U M I N U M F I N CH R O M E F I N I S H E D CO L U M N C A S I N G AL U M I N U M EY E B R O W WEST ELEVATION1 EA S T E L E V A T I O N 2 EL E V A T I O N S SC A L E : 1 " = 3 0 ' A2 . 1 0 2 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : NORTH ELEVATION1 SO U T H E L E V A T I O N 2 FITNESS SPALOBBYPARKINGDECKBEACH BAR & GRILLKID'S CLUB ELEV. LOBBYBREAKFASTRM 2,995 SF2,570 SF4,340 SF 4,985 SF 3,690 SF4,900 SF 4,225 SF2,995 SF2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 6,310 SF MECH.2,570 SF1,640 SFELEV. +1'-0"T.O.S. BASEMENT ELEV. +9'-0"GRADE ELEV. +14'-0"T.O.S. LEVEL 1 ELEV. +26'-0"T.O.S. LEVEL 2 ELEV. +106'-6"T.O.S. LEVEL 8 ELEV. +117'-4"T.O.S. LEVEL 9ELEV. +36'-0"T.O.S. LEVEL 3 - LOBBY ELEV. +128'-2"T.O.S. LEVEL 10 ELEV. +139'-0"T.O.S. LEVEL 11 ELEV. +149'-10"T.O.S. LEVEL 12 ELEV. +160'-8"T.O.S. LEVEL 13 ELEV. +171-6"T.O.S. LEVEL 14 ELEV. +182'-4"T.O.S. LEVEL 15 ELEV. +193'-2"T.O.S. LEVEL 16 ELEV. +204'-0"T.O.S. LEVEL 17 ELEV. +214'-10"T.O.S. LEVEL 18 ELEV. +225'-8"T.O.S. LEVEL 19 ELEV. +236'-6"T.O.S. LEVEL 20 ELEV. +258'-2"T.O.S. LEVEL 22 ELEV. +269'-0"T.O.S. LEVEL 23 ELEV. +279'-10"T.O.S. LEVEL 24 ELEV. +290'-8"T.O.S. LEVEL 25 ELEV. +301'-6"T.O.S. LEVEL 26 ELEV. +323'-2"T.O.S. LEVEL 28 ELEV. +334'-0"T.O.S. LEVEL 29 ELEV. +344'-10"T.O.S. LEVEL 30 ELEV. +355'-8"T.O.S. LEVEL 31 ELEV. +387'-2"T.O.S. LEVEL 33 ELEV. +398'-0"T.O.S. LEVEL 34 ELEV. +408'-10"T.O.S. LEVEL 35 ELEV. +419'-8"T.O.S. LEVEL 36 ELEV. +430'-6"T.O.S. LEVEL 37 ELEV. +441'-4"T.O.S. LEVEL 38 ELEV. +452'-2"T.O.S. LEVEL 39 ELEV. +463'-0"T.O.S. LEVEL 40 ELEV. +473'-10"T.O.S. LEVEL 41 ELEV. +484'-8"T.O.S. LEVEL 42 ELEV. +495'-6"T.O.S. LEVEL 43 ELEV. +506'-4"T.O.S. LEVEL 44 ELEV. +517'-2"T.O.S. LEVEL 45 ELEV. +533'-10"T.O.S. LEVEL 46 ELEV. +552'-2"T.O.S. LEVEL 47 ELEV. +569'-10"T.O.S. LEVEL 48 ELEV. +619'-10"T.O.S. MECH.ELEV. +74'-0"T.O.S. LEVEL 5 ELEV. +95'-8"T.O.S. LEVEL 7ELEV. +84'-10"T.O.S. LEVEL 6ELEV. +56'-0"T.O.S. LEVEL 4 ELEV. +312'-4"T.O.S. LEVEL 27 ELEV. +366'-6"T.O.S. LEVEL 32 - AMENITIES ELEV. +649'-0"T.O.S. ROOF - MAX. HEIGHT10'-10"18'-4"17'-8"20'-8"ELEV. +587'-6"T.O.S. LEVEL 4920'-0"10'-2"ELEV. +605'-2"T.O.S. LEVEL 504'-0"14'-0"12'-0"ELEV. +247'-4"T.O.S. LEVEL 21 13'-0"4'-0"13'-0"4'-0"13'-0"4'-0"13'-8"29'-2"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"16'-8"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"17'-8"17'-8"14'-8"29'-2"18'-0"20'-0"10'-0"14'-0"12'-0"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-2"10'-10"10'-10"2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SFPROPERTY LINEPROPERTY LINE25' SIDE TOWER SETBACK25' SIDE TOWER SETBACK AMENITIES2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 2,995 SF2,570 SF1,640 SF1,795 SF3,570 SF 3,690 SFTEEN'S CLUB LOUNGE PROPERTY LINE 10'-0" FRONT SETBACK 4' BULKHEAD LINE 1' 75'-0" TOWER SETBACK BA S E M E N T P A R K I N G LE V E L 1 P A R K I N G DR O P O F F PO O L D E C K PROPERTY LINE PO O L D E C K LO B B Y LE V E L 2 P A R K I N G ME C H . ST O R A G E RE S I D . AM E N I T I E S CCCL EL E V . + 1 ' - 0 " T. O . S . B A S E M E N T EL E V . + 9 ' - 0 " GR A D E EL E V . + 1 4 ' - 0 " T. O . S . L E V E L 1 EL E V . + 2 6 ' - 0 " T. O . S . L E V E L 2 EL E V . + 1 0 6 ' - 6 " T. O . S . L E V E L 8 EL E V . + 1 1 7 ' - 4 " T. O . S . L E V E L 9 EL E V . + 3 6 ' - 0 " T. O . S . L E V E L 3 - L O B B Y EL E V . + 1 2 8 ' - 2 " T. O . S . L E V E L 1 0 EL E V . + 1 3 9 ' - 0 " T. O . S . L E V E L 1 1 EL E V . + 1 4 9 ' - 1 0 " T. O . S . L E V E L 1 2 EL E V . + 1 6 0 ' - 8 " T. O . S . L E V E L 1 3 EL E V . + 1 7 1 - 6 " T. O . S . L E V E L 1 4 EL E V . + 1 8 2 ' - 4 " T. O . S . L E V E L 1 5 EL E V . + 1 9 3 ' - 2 " T. O . S . L E V E L 1 6 EL E V . + 2 0 4 ' - 0 " T. O . S . L E V E L 1 7 EL E V . + 2 1 4 ' - 1 0 " T. O . S . L E V E L 1 8 EL E V . + 2 2 5 ' - 8 " T. O . S . L E V E L 1 9 EL E V . + 2 3 6 ' - 6 " T. O . S . L E V E L 2 0 EL E V . + 2 5 8 ' - 2 " T. O . S . L E V E L 2 2 EL E V . + 2 6 9 ' - 0 " T. O . S . L E V E L 2 3 EL E V . + 2 7 9 ' - 1 0 " T. O . S . L E V E L 2 4 EL E V . + 2 9 0 ' - 8 " T. O . S . L E V E L 2 5 EL E V . + 3 0 1 ' - 6 " T. O . S . L E V E L 2 6 EL E V . + 3 2 3 ' - 2 " T. O . S . L E V E L 2 8 EL E V . + 3 3 4 ' - 0 " T. O . S . L E V E L 2 9 EL E V . + 3 4 4 ' - 1 0 " T. O . S . L E V E L 3 0 EL E V . + 3 5 5 ' - 8 " T. O . S . L E V E L 3 1 EL E V . + 3 8 7 ' - 2 " T. O . S . L E V E L 3 3 EL E V . + 3 9 8 ' - 0 " T. O . S . L E V E L 3 4 EL E V . + 4 0 8 ' - 1 0 " T. O . S . L E V E L 3 5 EL E V . + 4 1 9 ' - 8 " T. O . S . L E V E L 3 6 EL E V . + 4 3 0 ' - 6 " T. O . S . L E V E L 3 7 EL E V . + 4 4 1 ' - 4 " T. O . S . L E V E L 3 8 EL E V . + 4 5 2 ' - 2 " T. O . S . L E V E L 3 9 EL E V . + 4 6 3 ' - 0 " T. O . S . L E V E L 4 0 EL E V . + 4 7 3 ' - 1 0 " T. O . S . L E V E L 4 1 EL E V . + 4 8 4 ' - 8 " T. O . S . L E V E L 4 2 EL E V . + 4 9 5 ' - 6 " T. O . S . L E V E L 4 3 EL E V . + 5 0 6 ' - 4 " T. O . S . L E V E L 4 4 EL E V . + 5 1 7 ' - 2 " T. O . S . L E V E L 4 5 EL E V . + 5 3 3 ' - 1 0 " T. O . S . L E V E L 4 6 EL E V . + 5 5 2 ' - 2 " T. O . S . L E V E L 4 7 EL E V . + 5 6 9 ' - 1 0 " T. O . S . L E V E L 4 8 EL E V . + 6 1 9 ' - 1 0 " T. O . S . M E C H . EL E V . + 7 4 ' - 0 " T. O . S . L E V E L 5 EL E V . + 9 5 ' - 8 " T. O . S . L E V E L 7 EL E V . + 8 4 ' - 1 0 " T. O . S . L E V E L 6 EL E V . + 5 6 ' - 0 " T. O . S . L E V E L 4 649'-0" EL E V . + 3 1 2 ' - 4 " T. O . S . L E V E L 2 7 EL E V . + 3 6 6 ' - 6 " T. O . S . L E V E L 3 2 - A M E N I T I E S EL E V . + 6 4 9 ' - 0 " T. O . S . R O O F - M A X . H E I G H T 10'-10"18'-4"17'-8"20'-8" EL E V . + 5 8 7 ' - 6 " T. O . S . L E V E L 4 9 EL E V . + 6 0 5 ' - 2 " T. O . S . L E V E L 5 0 EL E V . + 2 4 7 ' - 4 " T. O . S . L E V E L 2 1 10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"16'-8"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"10'-10"17'-8"17'-8"14'-8"29'-2"18'-0"20'-0"10'-0"14'-0"12'-0"10'-10"10'-10" RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . R E S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . R E S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . RE S I D . ME C H . RE S I D . RE S I D . AM E N I T I E S LO N G I T U D I N A L SE C T I O N SC A L E : 1 " = 4 0 ' A3 . 1 0 1 & C R O S S S E C T I O N Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : CROSS SECTION1 LO N G I T U D I N A L S E C T I O N 2 SI T E SE C T I O N S SC A L E : A3 . 1 0 2 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : SITE SECTION11/16" = 1'-0" FI R E A C C E S S E A S E M E N T S E C T I O N 2 1/ 8 " = 1 ' - 0 " PA R K I N G DE T A I L S SC A L E : A7 . 1 0 1 Da t e Is s u e D a t e / F o r ST R U C T U R A L E N G I N E E R : M. E . P . E N G I N E E R : CI V I L E N G I N E E R : CO N S U L T A N T : CO N S U L T A N T : LA N D S C A P E A R C H I T E C T Is s u e # Re v i s i o n AR Q P r o j e c t N o . : Dr a w n b y : Ap p r o v e d b y : OF F I C E R E G I S T R A T I O N # : A A C 0 0 0 4 6 5 SH E E T I N D E X 29 0 0 O a k A v e n u e Mi a m i , F l o r i d a 3 3 1 3 3 T 3 0 5 . 3 7 2 . 1 8 1 2 F 3 0 5 . 3 7 2 . 1 1 7 5 ww w . a r q u i t e c t o n i c a . c o m AR C H I T E C T O F R E C O R D ‹       $ 5 4 8 , 7 ( & 7 2 1 , & $  , 1 7 ( 5 1 $ 7 , 2 1 $ /   , 1 &  SE A L / S I G N A T U R E / D A T E # SU N N Y I S L E S P R O P E R T Y V E N T U R E L L C SU N N Y I S L E S B E A C H , F L O R I D A 3 3 1 6 0 CH A T E A U G R O U P TH O R N T O N T O M A S E T T I 10 1 N E T H I R D A V E N U E , S U I T E 1 1 7 0 FT . L A U D E R D A L E , F L 3 3 3 0 1 94 5 . 9 0 3 . 9 3 0 0 95 4 . 9 0 3 . 9 3 0 1 JG P E N G I N E E R I N G G R O U P 35 5 3 N W 7 9 T H A V E N U E MI A M I , F L 3 3 1 2 2 30 5 . 4 3 6 . 9 2 9 2 30 5 . 4 3 6 . 9 2 7 2 AR Q U I T E C T O N I C A G E O 29 0 0 O A K A V E N U E MI A M I F L 3 3 1 3 3 30 5 . 3 7 2 . 1 8 1 2 30 5 . 3 7 2 . 1 1 7 5 VS N 85 5 0 W F L A G L E R S T R E E T S U I T E 1 1 3 MI A M I F L 3 3 1 4 4 30 5 5 5 1 6 2 6 7 30 5 5 5 1 4 5 4 2 SI T E P L A N S U B M I T T A L 32 0 2 LI G H T I N G C O N S U L T A N T : TANDEM PARKING DETAIL33/8" = 1'-0" TY P I C A L A D A P A R K I N G D E T A I L 2 3/ 8 " = 1 ' - 0 " TY P I C A L P A R K I N G D E T A I L 1 3/ 8 " = 1 ' - 0 " TY P I C A L L I F T P A R K I N G D E T A I L 4 3/ 8 " = 1 ' - 0 " TY P I C A L L I F T P A R K I N G E L E V A T I O N D E T A I L 5 3/ 8 " = 1 ' - 0 " WHEEL STOP DETAIL63' = 1'-0" LANDSCAPE LEGEND (LANDSCAPE Zoning District: MU -R Net Lot Area: 2.20 acres OPEN SPACE TIONS BASED ON AT GRADE PLANTINGS ONLY) 95,988 (square feet A. Square feet of open space required by Chapter 33, as indicated on site plan: Net lot area = 95,988 square feet x 40 %= 38,395 square feet B. Square feet of parking lot open space required by Chapter 18A, as indicated on site plan: The number of parking spaces n/a x 10 square feet per arking space = C. Total square feet of landscaped open space required by Chapter 33 = A + B = REQUIRED PROVIDED 38,395 57,031 n/a 38,395 LAWN AREA CALCULATION A. Total square feet of landscaped open space required by Chapter 33 = 38,395 B. Maximum lawn area (St. Augustine sod) permitted 60 % x 38,395 square feet = 23,037 TREES A. The number of trees required per net lot acre less the existing number of trees that meet minimum requirements (minus) 28 trees x 2.20 net lot acreage = B. 40% palm trees allowed (two palms = one tree) Palms provided = C. Native trees required = the number of trees provided x 30% = D. Street trees (max. average spacing of 35' o.c.): 250 linear feet along street / 35 = Palms as street trees (max. average spacing 25' o.c.): 250 linear feet along street / 25 = E. Street trees located directly beneath power lines (maximum average spacing of 25' o.c.): 250 linear feet along street / 25 = F. TOTAL NUMBER OF TREES SHRUBS A. The total number of trees required x 10 = the B. The number of shrubs required x 30% = the IRRIGATION PLAN: Required by Chapter 33. Auto iberofshrubs required be r of native shrubs required n X or hose bib n/a 38,397 6,483 28 n/a 62 52 24 24 23 43 n/a 10 n/a n/a 62 620 186 provided. NOTES: 1. ALL LANDSCAPED AREAS WITHIN LIMITS OF WORK SHALL BE IRRIGATED WITH AUTOMATIC IRRIGATION SYSTEM WHICH SHALL UTILIZE WELL AND /OR DOMESTIC WATER SUPPLY. 2. IRRIGATION SYSTEM SHALL BE EQUIPPED WITH RAIN SENSOR. 3. IRRIGATION SYSTEM SHALL PROVIDE 100% COVERAGE. n/a 10 n/a n/a 76 1096 945 F0 E 1141whilk SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQUITECTONICA 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARID Project No.: 3202 Drawn by: Approved by: SHEETINDEX PLANTING TABULATIONS SCALE: N/A L1.001 © 2008 ARQUITECTONICA INTERNATIONAL, INC. REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION ° ITEM: Concrete APPLICATION: Pool wet deck PLANTING BED. REFER TO PROPOSED TREE PLANTING PLAN AND PROPOSED SHRUBS AND GROUNDCOVERS PLAN ITEM: Sand APPLICATION: Dune Zone ITEM: IPE APPLICATION: Pool Deck and Outdoor Spa ITEM: Concrete Paver - Mud Set APPLICATION: Driveway, loading and drop off area COLOR: Gray Blend Planter Bed on Grasspave2, As Per Manufacturer Specifications. Refer to L5- 000/14 ° a ITEM: Stone slab APPLICATION: Beach access steps ITEM: Concrete paver sand set APPLICATIION : Beach access path Alrhk MIN -A SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH. FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQU/TECTONI i4 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT AROUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 1 -AMENITIES HARDSCAPE PLAN SCALE: 1" = 20' L1.102 © 2008 ARQUITECTONICA INTERNATIONAL, INC. �' I i w w w w PLANTING BED. REFER TO PROPOSED TREE PLANTING PLAN AND PROPOSED SHRUBS AND U IJ I I ITEM: Concrete Paver -Mud Set U I I I I I U I I I I PROPERTY LINE- I I ------------------- - - - --- ---- -- -- - -- --- I I I I ` I 18' -811 54' -011 I 18' -01 I � o w w w � � � � � ✓. � � � w w w w I i� W + 1 LLI L w w w 41 � w w � w I I UWI w w Iw w w w I I I C w w w a141QIQ UJ I � I w M11- \ z ` W I I w 29' -0Q H Li- w 29' -1111 `/� I v , W ~f p w J U _Z I I J J } 0 O - I ` w � + I I w J W W WW / �O0 I o I N w \ w / ,✓ w w w� w w w w w w w I w w w w w I w w w w \ I j E E 28 -0' c��I 120/, S1 OPP w w w w w w HARDSCAPE SCHEDULE I F.F.L I I ELEV. +15' -0" w w w w w w �w w SYMBOL DESCRIPTION - I I I I I I I II - - - - - - - - - - - - - - I - - - - - - - - - - - - N 0 5' 10' 20' 30' SCALE: 1 " = 10' -0' I SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQUITECTONICA 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 3 - LOBBY HARDSCAPE PLAN SCALE: 1" = 20' L1.104 © 2008 ARQUITECTONICA INTERNATIONAL, INC. w w w w PLANTING BED. REFER TO PROPOSED TREE PLANTING PLAN AND PROPOSED SHRUBS AND ITEM: Concrete Paver -Mud Set SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQUITECTONICA 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 3 - LOBBY HARDSCAPE PLAN SCALE: 1" = 20' L1.104 © 2008 ARQUITECTONICA INTERNATIONAL, INC. PROPERTY LINE U) Wz UW o Q W N U Q W W m ch - SID A w w w w w ' G w o w 0 w w w w w w w w i w w � w w J O U w 4 a ww UJ CD SPA o w w w J i z U LU w w w w W > -J J W w w w w z LL > Q w J LAP POOL 00 w w a 19' 41I III II 22' �II w w23' -41I w A- Z 0 w w w w J w w w J w w w QSPA w w w w U w w w w w w w w w w w w . w w J UNIMUR I I II J LL 0 + J W ILL W O i 0 O I / PROPERTY LINE N AII- 0 5' 10' 20' 30' SCALE 1 10' -0' " = REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION w w w w w w w w w w w w w w PLANTING BED. REFER TO PROPOSED TREE PLANTING PLAN AND PROPOSED SHRUBS AND GROUNDCOVERS PLAN w ITEM: IPE APPLICATION: Pool Deck and Outdoor Spa ITEM: Stone APPLICATION: Pool deck Level 4 SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQU/TECTONIA 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT AROUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date /For ISSUE #1 09/18/2014 ARID Project No.: 3202 Drawn by: Approved by: SHEET INDEX LEVEL 4 - AMENITIES HARDSCAPE PLAN SCALE: 1" = 20' L1.105 © 2008 ARQUITECTONICA INTERNATIONAL, INC. I I I I CE4 C CN CE4 1 C CN C CE3 C CE4 11 2 I I FG I I I F 4 r- V o o�- o , � �- o o - - - - 0 O O 00 -�- 2 0 00000 0 0 � � OHO O O O 0 00 00 0 0 O �0 0 00 O O °O I O O 0 00 Ci CE4 1 1 1 i _ _ PROPERTY LINE I i O O O O O O O O O O O O 0 00 0 000 O O O 0 00 O - FG / 0 / 639 I PM4 I P 30 0 O� SIGHT T TRIANGIL / / CN ' / / NE P 4 - 47 I 77 1 V I R QUIREm I S REET TREES NE M I 93 I w \\ O I O FG — 76 LL uw I > I a I z TH O / 2 -_a / I d I �I II I c I 1H = I `I \ � I I I I TH I 3 II — o I O I TH ° ` o O \ O o LO I o / 0 TH o i o / O I F 145 = \I � /O�\• CE4 CV CN I �O I SIGH �f TRIANG CH2 I 570 I P PE TYLI - - - - - -- �,� -- - - - REQUI E I CN CN SS CE4 CV I TREE REE CE4 CV FG CN CE4 NE CE3 P I 1 1 474 1 1 536 g 2 2 1 1 2 I I I �L) U I I I • / O 3 CN SS � CN 2 2 1, B CN CE4 SS 3 3 2 I CN,' 3 103 O ZG I I I IP2 I 207 I I CE4 SS 1 1 I I I I I CV I 3 I PROPERTY LINE _ C U 2N 1 .•y. r�• •� /��/ / /// / / vv vv vvv vv •, :�:'.' ���/ � v vvv _- ���:`: •- �;�:`: / / / /// / /// v vvv v . ��• •� / / / / 3 .lv• � '•iv ��' � � V A AAAAA A ',� �� • / /// / / � AAAAAAA _J Us 363 vvvvvvv -7 \\\\\ CN US \\\\ _'•,�•• 180 vvvv a O vvv / / / / //✓ � vvvv CN2 CN2 us F 384 A C12 108 SS CV SS CV I 2 2 2 2 1 I US 317 TREES SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT CV 23 Coccoloba uvifera Sea Grape 14' OA 10' 2.5" MIN Yes High High Clear Trunk 3' CU, 1 Coccoloba uvifera Sea Grape 20' -22 20' Yes High High Specimen with great character CE3 19 Conocarpus erectus Buttonwood 12' 6' 2.5" MIN Yes High High FULL CE4 19 Conocarpus erectus Buttonwood 14' OA 10' 2.5" Min. Yes High High TH 9 Tabebuia heterophylla Pink Tabebuia 14' 10' 2.5" Min. No High Medium .g PALM TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT CN 34 Cocos nucifera'Maypan' Mypan Coconut Palm 20' -30' CN2 16 Cocos nucifera 'Maypan' Mypan Coconut Palm 20' -30' Character Palm PM 10 Phoenix dactylifera 'Medjool' Date Palm 14' clear wood No High High STREET TREES SS 21 Sabal palmetto Cabbage Palmetto 18 fit' 13 Good SHRUBS AND GROUND COVERS SCHEDULE SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT C12 375 Chrysobalanus icaco Coco Plum 3 gal 30" O.C. CH2 570 Chrysobalanus icaco'Horizontal' Horizontal Cocoplum 24" 24" 24" 24" O.C. High High PM4 151 Podocarpus macrophyllus Yew Pine 45ga1 42" O.C. \ \ \ \ \ \ \ \ \ \ \ US 1,244 Uniola paniculata Sea Oats 3 gal 30" O.C. V A A A A A A A A A A vvvvvvvvvvv vvvvvvvvvvv GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT 000000000 FG 1,884 Ficus microcarpa'Green Island' Green Island Ficus flat 18" 18" 18" o.c. 000000000 000000000 000000000 000000000 IP2 427 Ipomoea pes- caprae Railroad vine 1 gal 24" O.C. High High NE 1,695 Nephrolepis exaltata Sword Fern 24" 24" 24" 24" O.C. Moderate High Native ` PA 748 Pennisetum setaceum 'Alba' White Leaved Fountain Grass 3' 36" 30" 36" O.C. Moderate SOD CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT "'- ; • "' -', • -u- =a "' -; ZG 1,422 sf Zoysia empire Zoysia Grass sod Sod NA High High N 0 5' 10' 20' 30' SCALE 1 " = 10' -0' SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQU/TECTONI i4 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 1 - TREE PLANTING PLAN SCALE: 1" = 20' Ll m202 © 2008 ARQUITECTONICA INTERNATIONAL, INC. II — o I O I TH ° ` o O \ O o LO I o / 0 TH o i o / O I F 145 = \I � /O�\• CE4 CV CN I �O I SIGH �f TRIANG CH2 I 570 I P PE TYLI - - - - - -- �,� -- - - - REQUI E I CN CN SS CE4 CV I TREE REE CE4 CV FG CN CE4 NE CE3 P I 1 1 474 1 1 536 g 2 2 1 1 2 I I I �L) U I I I • / O 3 CN SS � CN 2 2 1, B CN CE4 SS 3 3 2 I CN,' 3 103 O ZG I I I IP2 I 207 I I CE4 SS 1 1 I I I I I CV I 3 I PROPERTY LINE _ C U 2N 1 .•y. r�• •� /��/ / /// / / vv vv vvv vv •, :�:'.' ���/ � v vvv _- ���:`: •- �;�:`: / / / /// / /// v vvv v . ��• •� / / / / 3 .lv• � '•iv ��' � � V A AAAAA A ',� �� • / /// / / � AAAAAAA _J Us 363 vvvvvvv -7 \\\\\ CN US \\\\ _'•,�•• 180 vvvv a O vvv / / / / //✓ � vvvv CN2 CN2 us F 384 A C12 108 SS CV SS CV I 2 2 2 2 1 I US 317 TREES SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT CV 23 Coccoloba uvifera Sea Grape 14' OA 10' 2.5" MIN Yes High High Clear Trunk 3' CU, 1 Coccoloba uvifera Sea Grape 20' -22 20' Yes High High Specimen with great character CE3 19 Conocarpus erectus Buttonwood 12' 6' 2.5" MIN Yes High High FULL CE4 19 Conocarpus erectus Buttonwood 14' OA 10' 2.5" Min. Yes High High TH 9 Tabebuia heterophylla Pink Tabebuia 14' 10' 2.5" Min. No High Medium .g PALM TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT CN 34 Cocos nucifera'Maypan' Mypan Coconut Palm 20' -30' CN2 16 Cocos nucifera 'Maypan' Mypan Coconut Palm 20' -30' Character Palm PM 10 Phoenix dactylifera 'Medjool' Date Palm 14' clear wood No High High STREET TREES SS 21 Sabal palmetto Cabbage Palmetto 18 fit' 13 Good SHRUBS AND GROUND COVERS SCHEDULE SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT C12 375 Chrysobalanus icaco Coco Plum 3 gal 30" O.C. CH2 570 Chrysobalanus icaco'Horizontal' Horizontal Cocoplum 24" 24" 24" 24" O.C. High High PM4 151 Podocarpus macrophyllus Yew Pine 45ga1 42" O.C. \ \ \ \ \ \ \ \ \ \ \ US 1,244 Uniola paniculata Sea Oats 3 gal 30" O.C. V A A A A A A A A A A vvvvvvvvvvv vvvvvvvvvvv GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT 000000000 FG 1,884 Ficus microcarpa'Green Island' Green Island Ficus flat 18" 18" 18" o.c. 000000000 000000000 000000000 000000000 IP2 427 Ipomoea pes- caprae Railroad vine 1 gal 24" O.C. High High NE 1,695 Nephrolepis exaltata Sword Fern 24" 24" 24" 24" O.C. Moderate High Native ` PA 748 Pennisetum setaceum 'Alba' White Leaved Fountain Grass 3' 36" 30" 36" O.C. Moderate SOD CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT "'- ; • "' -', • -u- =a "' -; ZG 1,422 sf Zoysia empire Zoysia Grass sod Sod NA High High N 0 5' 10' 20' 30' SCALE 1 " = 10' -0' SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQU/TECTONI i4 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 1 - TREE PLANTING PLAN SCALE: 1" = 20' Ll m202 © 2008 ARQUITECTONICA INTERNATIONAL, INC. CN2 us F 384 A C12 108 SS CV SS CV I 2 2 2 2 1 I US 317 TREES SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT CV 23 Coccoloba uvifera Sea Grape 14' OA 10' 2.5" MIN Yes High High Clear Trunk 3' CU, 1 Coccoloba uvifera Sea Grape 20' -22 20' Yes High High Specimen with great character CE3 19 Conocarpus erectus Buttonwood 12' 6' 2.5" MIN Yes High High FULL CE4 19 Conocarpus erectus Buttonwood 14' OA 10' 2.5" Min. Yes High High TH 9 Tabebuia heterophylla Pink Tabebuia 14' 10' 2.5" Min. No High Medium .g PALM TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT CN 34 Cocos nucifera'Maypan' Mypan Coconut Palm 20' -30' CN2 16 Cocos nucifera 'Maypan' Mypan Coconut Palm 20' -30' Character Palm PM 10 Phoenix dactylifera 'Medjool' Date Palm 14' clear wood No High High STREET TREES SS 21 Sabal palmetto Cabbage Palmetto 18 fit' 13 Good SHRUBS AND GROUND COVERS SCHEDULE SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT C12 375 Chrysobalanus icaco Coco Plum 3 gal 30" O.C. CH2 570 Chrysobalanus icaco'Horizontal' Horizontal Cocoplum 24" 24" 24" 24" O.C. High High PM4 151 Podocarpus macrophyllus Yew Pine 45ga1 42" O.C. \ \ \ \ \ \ \ \ \ \ \ US 1,244 Uniola paniculata Sea Oats 3 gal 30" O.C. V A A A A A A A A A A vvvvvvvvvvv vvvvvvvvvvv GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT 000000000 FG 1,884 Ficus microcarpa'Green Island' Green Island Ficus flat 18" 18" 18" o.c. 000000000 000000000 000000000 000000000 IP2 427 Ipomoea pes- caprae Railroad vine 1 gal 24" O.C. High High NE 1,695 Nephrolepis exaltata Sword Fern 24" 24" 24" 24" O.C. Moderate High Native ` PA 748 Pennisetum setaceum 'Alba' White Leaved Fountain Grass 3' 36" 30" 36" O.C. Moderate SOD CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT "'- ; • "' -', • -u- =a "' -; ZG 1,422 sf Zoysia empire Zoysia Grass sod Sod NA High High N 0 5' 10' 20' 30' SCALE 1 " = 10' -0' SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQU/TECTONI i4 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 1 - TREE PLANTING PLAN SCALE: 1" = 20' Ll m202 © 2008 ARQUITECTONICA INTERNATIONAL, INC. SHRUBS AND GROUND COVERS SCHEDULE SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT C12 375 Chrysobalanus icaco Coco Plum 3 gal 30" O.C. CH2 570 Chrysobalanus icaco'Horizontal' Horizontal Cocoplum 24" 24" 24" 24" O.C. High High PM4 151 Podocarpus macrophyllus Yew Pine 45ga1 42" O.C. \ \ \ \ \ \ \ \ \ \ \ US 1,244 Uniola paniculata Sea Oats 3 gal 30" O.C. V A A A A A A A A A A vvvvvvvvvvv vvvvvvvvvvv GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT 000000000 FG 1,884 Ficus microcarpa'Green Island' Green Island Ficus flat 18" 18" 18" o.c. 000000000 000000000 000000000 000000000 IP2 427 Ipomoea pes- caprae Railroad vine 1 gal 24" O.C. High High NE 1,695 Nephrolepis exaltata Sword Fern 24" 24" 24" 24" O.C. Moderate High Native ` PA 748 Pennisetum setaceum 'Alba' White Leaved Fountain Grass 3' 36" 30" 36" O.C. Moderate SOD CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT "'- ; • "' -', • -u- =a "' -; ZG 1,422 sf Zoysia empire Zoysia Grass sod Sod NA High High N 0 5' 10' 20' 30' SCALE 1 " = 10' -0' SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQU/TECTONI i4 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 1 - TREE PLANTING PLAN SCALE: 1" = 20' Ll m202 © 2008 ARQUITECTONICA INTERNATIONAL, INC. N 0 5' 10' 20' 30' SCALE 1 " = 10' -0' SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQU/TECTONI i4 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 1 - TREE PLANTING PLAN SCALE: 1" = 20' Ll m202 © 2008 ARQUITECTONICA INTERNATIONAL, INC. i i I i I i I i i I I I I I � I I I I I , I I I I I I I , I I I I I I I I I I I I I I I I 4 I � �w I Iw I > Q I IJ I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TREE SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT 0 ED 5 Eucalyptus deglupta Rainbow Eucalyptus 16' 10' 2.5" MIN No Medium LJ 3 Ligustrum japonicum Japanese Privet 14' 8' 2.5" MIN No High High PALM TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT Pennisetum setaceum 'Alba' White Leaved Fountain Grass PM5 16 Ptychosperma macarthurii Macarthur Palm 20' 8' SOD No High Medium COMMON NAME SHRUBS AND GROUND COVERS GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT NE 443 Nephrolepis exaltata Sword Fern 24" 24" 24" 24" O.C. Moderate High Native < < PA 126 Pennisetum setaceum 'Alba' White Leaved Fountain Grass 3' 36" 30" 36" Moderate SOD CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT ZG 3,019 sf Zoysia empire Zoysia Grass sod Sod NA High High SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQUITECTONICA 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 3 - LOBBY PLANTING PLAN SCALE: 1" = 20' L1.204 © 2008 ARQUITECTONICA INTERNATIONAL, INC. I I I I I I I I I I I I I I I UJ i I .z w Q I I z I U II I II I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------- - - - - -- PROPERTY LINE---------------------------------------- - - - - -- 1 1 I 0 W Z 0 w r Y J CD I I � II I ------------- - - - - -- PROPERTY LINE -------------------------------------------------- I I I I PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT CS2 12 Conocarpus erectus sericeus Silver Buttonwood 14. OA 8- 2.5" MIN Yes High High QV 1 Quercus virginiana SPECIMENT WITH GREAT CHARACTER Southern Live Oak 20'-22' 20' Yes High High PALM TREES CODE QTY BOTANICAL NAME COMMON NAME HEIGHT SPREAD DBH NATIVE DROUGHT SALT CN2 20 Cocos nucifera 'Maypan' Character Palm Mypan Coconut Palm 20'-30' SHRUB AREAS CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPREAD SPACING DROUGHT SALT SPACING PM4 41 Podocarpus macrophyllus Yew Pine 45gal 42" o.c. SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQUITECTONICA 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX LEVEL 4 - AMENITIES PLANTING PLAN SCALE: 1" = 20' L1.205 © 2008 ARQUITECTONICA INTERNATIONAL, INC. I I I I I I i I I 1 3.6 3.0 3.4 3.2 1.9 II I i o i _ I O 1 I 3.4 + . +1.9 +2.0 +2.5 + 2.2-- +2 1 +� +� 7 + . + 2 3 +2 °S a; o +' /10. 6 38 I +0r�B 3.9 °SB / Of Lu Of O w I 1 +2.7 +3.4 3. 3.1 1 tB +38 I "'JB 3.9 °SB / 4 I OSA SA. 3.2 .9 .4 2 4 9.0 + 9 3 9 2.9 .6 .1 .6 3.1 +10.7 +1.8 I Q 3 SB °SB I °SB °SB °SB I+2.9 a f43 13 + .5 8.8 +2.1 8.7 +2.1 I 8.7 +2.1 +10.1 +1.2 10.1 J / °SB °SB °SB °SB °SB J W 3.8 J J +3.0 + .1 8.8 +2.1 8.7 8.7 +2.1 +10.1 + .2 \ 110.1 I 1 I 28 ^ 7 2 I +9 SB 31 975 + 1 96S6 31 10 B +1 \0 B '2.0 '1.9 +1.9 2.1 '2.2 2.0 +2.0 S li 1 I 1 2.4 .9 1. S B 3.8 0.5 - . 1 B '3.9 +1086 +2. 108 I I I SA II OS5 - Osb 2.9 .6 1. +1 - 0? 3 r 1 4 +1 +1.3 +2.1 +2.3 + P X1.1 ;1.1 +0.9 +1I.2 +2.4 +1.7 I I B 0 _BB O + + + + R + + + 10.8 + I I M� / /+S .81.60.90.90 1.07.81.1 0.60.9 +2.6 .6 1. -9.6 .1 '9.6 �3,, > +10.7 +1.8 10.7 SP - °SB °SB W w ° °SB 1 I z ° + m 1 +2.6 1. 8.7 .1 8.7 2.1 0.1 '1� � I' \ ° B ° B ° ° B I I I s s s s K '2.8 .7 1. \ +8.7 f 2.1 18.7 2. 1.PJ.1 f I m I I IW � +2.9 .6 1. \ +9.65 B 3.1 9.6 B '3 10.7 B I I SA I / I I 1 +2.8 .4 +14 \ +10.,$ B 3.8 +1 .9 °s B I w '3.8 I I I +2.5 +2� +1 5 X10? 3.8 B I I I o 00 I '2.6 +2cW 16 �O '3.1 /96 `3. / r I � w / SB / I1 +2.7 +2.5 1.5 +6.5 +1.7 + .0 '1.5 8.7 I h.7 2.0 / 1 0 SB °SB !,5,B +2.4 '2.4 +1.3 .2 .7 '2.1 8.7 .1 I 8.7 `2� I \A 9. I � - i Z. 2.0 .1 9.3 3.0 8.9 2.9 8.9 2.9 8.� Ir \ I II 12% SLOPE I - - -- - - -- - -- - - -- - - _ n rF �- - -- - - - - -- - -- -- - - - - - =� I i � I J I I I I I � f E I LUMINAIRE SCHEDULE Symbol Label Catalog Number Lumens Watts Avg Max SELUX LIGHTING Max /Min BEACH ACCESS + SA AV6- S1- 0 ° -L700- Absolute 71 BEACH ENTRANCE + R3W -40 -120 POLE 2.5 fc 0.6 fc 4.2:1 Calc Zone #2 MOUNTED 20' AFF 5.1 fc 10.8 fc O SB ERCO LIGHTING 84428000 V02 2000 19 RECESSED9'AFF SELUX LIGHTING ❑ SC AV6- S1- 0 ° -L700- Absolute 71 R3W- AMBER -120 POLE MOUNTED 15' AFF SELUX LIGHTING O SO NT- 4- LG3700 -50- Absolute 14.06 120 -AMBER STATISTICS Description Symbol Avg Max Min Max /Min BEACH ACCESS + 2.2 fc 3.0 fc 1.7 fc 1.8:1 BEACH ENTRANCE + 1.3 fc 2.5 fc 0.6 fc 4.2:1 Calc Zone #2 + 5.1 fc 10.8 fc 1.1 fc 9.8:1 N 0 5' 10' 20' 30' SCALE 1 " = 10' -0' SUNNY ISLES VENTURE PROPERTY LLC 15701 & 15795 COLLINS AVENUE SUNNY ISLES BEACH, FLORIDA 33160 CHATEAU GROUP 1000 E. HALLANDALE BEACH BLVD. SUITE B HALLANDALE B. FL, 33009 ARCHITECT OF RECORD ARQUITECTONICA 2900 Oak Avenue Miami, Florida 33133 T 305.372.1812 F 305.372.1175 www.arquitectonica.com STRUCTURAL ENGINEER: THORNTON TOMASETTI 101 NE THIRD AVENUE, SUITE 1170 FT. LAUDERDALE, FL 33301 945.903.9300 954.903.9301 M.E.P. ENGINEER: JGP ENGINEERING GROUP 3553 NW 79TH AVENUE MIAMI, FL 33122 305.436.9292 305.436.9272 LANDSCAPE ARCHITECT ARQUITECTONICA GEO 2900 OAK AVENUE MIAMI FL 33133 305.372.1812 305.372.1175 CIVIL ENGINEER: VSN 8550 W FLAGLER STREET SUITE 113 MIAMI FL 33144 305 551 6267 305 551 4542 CONSULTANT: CONSULTANT: LIGHTING CONSULTANT: SEAL /SIGNATURE /DATE SITE PLAN SUBMITTAL OFFICE REGISTRATION #: AA C000465 Date ® Revision Issue ® Issue Date / For ISSUE #1 09/18/2014 ARQ Project No.: 3202 Drawn by: Approved by: SHEETINDEX PRELIMINARY SITE LIGHTING SCALE: 1" = 20' L1.302 © 2008 ARQUITECTONICA INTERNATIONAL, INC. °ZC SOLID PLATE TOP OF BAFFI POLLUTION RETARDANT CATCH BASIN OR MANHOLE FINISHED GRADE FINISHED GRADE NOTE: SEE GRADING PLANS SEE GRADING PLANS i. FRENCH DRAIN TO BE IN ACCORDANCE WITH DADE COUNTY STANDARD DETAILS SD -i.1 LATEST REVISION MARCH 12, 1992. • i0 -i" X i° SELECT BACKFILL o z o z SELECT BACKFILL 2. WOVEN PLASTIC FILTER FABRIC (AT EACH SIDE, SELECT FILL GALV., STEEL OR _ LEVELING COURSE ALUM. WIRE MESH. 30+ ROOFING FELT ` '" z ={ z TOP AND BOTTOM) SHALL BE USED IN SANDY OR [OVER PIPE END] 30+ ROOFING FELT FILLED AREAS. 5'X VARIES �- is i OR STEEPER (Ape ` 3. WASH DOWN THE BALLAST ROCK WITH CLEAN WATER AIR PEA ROCK ? �' Z PEA ROCK � AFTER ROCK HAS BEEN PLACED TO THE PROPER ELEVATION TO ALLOW FOR INITIAL SETTLEMENT THAT BAFFLE WATER TABLE MAY OCCUR. ADD ADDITIONAL BALLAST ROCK TO RESTORE EL - 2. 00 NGVD NO SLOTS OR i' -0° [OCTOBER HIGH) i' -O° ROCK TO THE PROPER ELEVATION IN ACCORDANCE WITH PERFORATIONS IN. COV I ��„Q MIN. THE DETAILS. ''�b CLEAR cc z • • • • • • • • • • • • • • . .. . • .... ... .. ... .... ; ; + i0 -i" X i" 4. FOR PERFORATED CMP PIPE JOINT ARE TO BE BANDED, % " . :.. :..:.........:. ...... ...:cx �bi.''.:.. .. .... .. ':...... ii:.:'. :.: ::.. �:..' a . GALV. STEEL R .......... .... .. ..... z ............... ....... ........ ...... i ....1. Z . .... . " ':.':::.. o 'o ... .. O BUT NOT GASKETED. ERFORATED i 5 HOPE (• , • •z• • • •'• • ALUM. WIRE MESH. .. ' ... ..... .:..:.. :: J0 i.IV'C: C ..'.. .. .. ... ...:...... ..... . ...... . N..:......; .:.• I NV EL 6. 0 N 11C .... [OVER PIPE END ':.: . ' ' .........::.:..... :''. .... '. :::: ; ..... ........... ... 5 NGVD ::11f '':.'..... '� ] . ......... .......... ........... ...... .......... ......... ... .... . _........ .:° .. .. ... ..... .... ...... [SEE NOTE 27 MIN. •' L'=• .� -•' •s i:i OR PERFORATED i5° HDPE ...... 5. FOR BAFFLE DETAILS SEE THIS SHEET • • • PERFORATED i5° HOPE STEEPER 1 NV EL - 6.50 NGVD 00� I NV EL - 6. 50 NGVD k% [SEE NOTE 27 NON- SHRINK GROUT (SEE NOTE 2) " -� FILTER FABRIC cve FILTER FABRIC CL % BALLAST ROCK ,a�� ( " -'b N ALL AROUND [TYP7 WODEN PLASTIC WODEN PLASTIC °o�� o° FILTER FABRIC FILTER FABRIC BALLAST ROCK BALLAST ROC BOTTOM EL = [ -7 5.00 NGVD 1% cgk ooc� BOTTOM EL t -] 5.00 NGVD 3'-0" 3' -0" FILTER °X" OR APPROVED EQUAL. EXTENDED FILTER FABRIC 21-60 FRENCH DRAIN LENGTH 1' -p■ TO BOTTOM OF TRENCH. w (SEE PLANS) rr Q ALTER CROSS-SECTION NATE DETAIL TRANSVERSE SECTION DETAIL Z o� LONGITUDINAL SECTION FOR SANDY SOIL CONDITION N.T.S. W 0 N. T. S. > LJJ FRENCH DRAIN DETAIL ZD DIAMETER - z OF PIPE SEE BAFFLE DETAIL TO FRENCH RAI O °- Z z U) 0) �- CY) Cll � Q � `i m C LO PERMFOOT NO 241 ¢ m SEE NOTE i a� O a - _ No. 4155 FOR CATCH BASINS U) BAFFLE DETAIL BY CONTRACTOR MAX. TWO COURSES * 4 BARS @ 6" a CD W X � H o N f v L C. U- Ln ° ° U O O 0 V C W W > Q - LO no Q W U Q In 6 TO FRENCH DRAIN _ V J 0 - U_ - ^ O X In U BRACKET DETAIL FOR ELEVAT I oN U W _ - >. 0 z LL a O m C C 1° - Q C �? t-/ C W U J H X C SEE NOTE i OUTLETS PER FOOT INDEX NO 241 , ° °o 00 0 004 Q (n UJ_U_a 1/2" GALVANIZED LAG BOLT IN LEAD SHIELD [TYP.) 37 WELD OR 2 -1/2" THRU BOLTS [ S. S. ]. 47 GRATING SHALL BE OFFSET IF STRUCTURE IS USED cn IIIEnCU> MINIMUM SIZE OF CATCH BASIN PER SO 2.6 OR LARGER ONE BAFFLE [ 42" X42° 7, TWO BAFFLES [ 54" X54' ] SQUARE POLLUTION RETARDANT CATCH BASING DETAIL - - c~n In Ln W � � J O0 CD M Q V J / U_J III 3 H M 00 21-60 FRENCH DRAIN LENGTH 1' -p■ TO BOTTOM OF TRENCH. w (SEE PLANS) rr Q ALTER CROSS-SECTION NATE DETAIL TRANSVERSE SECTION DETAIL Z o� LONGITUDINAL SECTION FOR SANDY SOIL CONDITION N.T.S. W 0 N. T. S. > LJJ FRENCH DRAIN DETAIL ZD N. T. S. NOTE: FRENCH DRAIN SHOWN TO BE USED FOR GARAGE AREAS ONLY FRENCH DRAIN WITHOUT 2' SAND BE TO BE USED FOR OTHER CONDITIONS DRAINAGE NOTES: i. These plans have been prepared with the best information available to the Engineer. Contractor must verify all existing underground utilities prior to beginning of construction. If any discrepancies are encountered to the extent that a ■field revi- sion° is required, Engineer must be notified immediately. 2. It is the responsibility of the Contractor to protect all existing Improvements during construction. if any damage occurs as a result of the construction activities, Contractor shall restore such improvements to identical line, grade, estheticaI and structural conditions as they were prior to beginning of construction. 3. A l l elevations refer to National Geodetic Vertical Datum [ N. G. V. D. ] , 1929. 4. Dade County Flood Cr i ter i a for this project Is 5.00 [ N. G. V. D. ) 5. October High Water Elevation 1 s 2.00 [ N. G. V. D. ). 6. All proposed elevations are to edge of pavement or driveway center line. 7. All French Drain perforated pipe shall be i5" diameter and shall have a minimum invert elevation of 2. 00 [ N. G. V. D. ) . (Unless otherwise noted). 8. French Drain bottom elevation shall be E-3 5.00 [ N. G. V. D. ] . 9. The following items shall be constructed in accordance with the referenced details from the Dade County Public Works Manual: a. French Drain ....................... S. D. J. i b. Catch Basin.. S. D. 2. 6 c. Catch Bas i n Frame and Grate........ S. D. 2. 3 d. 2' Valley Gutter ................... R. 14. 6 e. P -6 Inlet .......................SD 3.4 f. Swale Inlet ........................SO 3.1 i0. Contractor must observe extreme care to prevent debris, silts and fines from entering French Drain. Inlet Grates shall remain covered with filter fabric during construction until the system is ready to enter in operation. Ii. Contractor to verify soil conditions at site. If muck is encountered, contractor shall demuck area and fill to grade with minimum 98% density. 12. All areas not paved must be sodded. 13. All work to be done in accordance with Miami -Dade County Public Works Standard Details and Specifications. 14. All topographic and survey information is based on Sketches of Survey prepared by Fortin, Leavy, Skyles Land Surveyors. 0. Pipe requirements: French drain pipes shall be ADS Corrugated Polyethylene (Perforated]. All other pipes shall be ADS N -12 Polyethylene Non - Perforated. [or approved equal). 16. Contractor shall provide a Paving and Drainage "AS -BUILT PLAN" certified by a Professional Registered Land Surveyor in the State of Florida reflecting all the features of the Stormwater System and should include, existin pavement and swale area grades, catch basin rim and invert elevations, french drain length and bottom elevation, etc. 17. a. Drainage Trenches to be ZURN Z -882 6" or 12" Perma- Trench as per ZURN FLO -DRAIN COMPANY [8137 754 -7148 or approved equal. b. Trench Drains shall be capable of conveying a minimum flow of 1,709 gpm at the last down stream section. c. Contractor shall submit Shop Drawings and documentation for review and approval prior to ordering and shall strictly follow manufacture's Specifications and Installation Instructions. d. Contractor to install Class E Grates Type Z- 882 -HDP, heel proof. capable of supporting H -20 loading. DIAMETER - OF PIPE SEE BAFFLE DETAIL TO FRENCH RAI TO FRENCH DRAIN °- Z z U) V o _ _w CORRUGATED BAINDEX PERMFOOT NO 241 PLAN SEE NOTE i L0 z W U rnz U.S. FOUNDRY FRAME 6 GRATE BRICK TO GRADE No. 4155 FOR CATCH BASINS BAFFLE DETAIL BY CONTRACTOR MAX. TWO COURSES * 4 BARS @ 6" SEE NOTE 2 0. C. E. W. [MIN 1 MUM) o ° °o a °o SEE NOTE 3 ' ° ° ° Z C-) 8" PRECAST CONC. STRUCTURE PLATE TO BE WELDED + 4 BARS @ 12" 0. C. E. W. [MINI MUM) no ON TOP OF BAFFLE revision /issue TO FRENCH DRAIN TO FRENCH DRAIN m BRACKET DETAIL FOR ELEVAT I oN SEE PLANS a BAFFLES FOR POLLUTION NOTES FOR P. R. CATCH BASIN D ° o 01 00 RETARDANT 00 BASIN [ P. R. B. ) 11 FI SEE NOTE i OUTLETS PER FOOT INDEX NO 241 , ° °o 00 0 004 27 1/2" GALVANIZED LAG BOLT IN LEAD SHIELD [TYP.) 37 WELD OR 2 -1/2" THRU BOLTS [ S. S. ]. 47 GRATING SHALL BE OFFSET IF STRUCTURE IS USED AS OVERFLOW. 57 MINIMUM SIZE OF CATCH BASIN PER SO 2.6 OR LARGER ONE BAFFLE [ 42" X42° 7, TWO BAFFLES [ 54" X54' ] SQUARE POLLUTION RETARDANT CATCH BASING DETAIL N. T. S. NOTE: FRENCH DRAIN SHOWN TO BE USED FOR GARAGE AREAS ONLY FRENCH DRAIN WITHOUT 2' SAND BE TO BE USED FOR OTHER CONDITIONS DRAINAGE NOTES: i. These plans have been prepared with the best information available to the Engineer. Contractor must verify all existing underground utilities prior to beginning of construction. If any discrepancies are encountered to the extent that a ■field revi- sion° is required, Engineer must be notified immediately. 2. It is the responsibility of the Contractor to protect all existing Improvements during construction. if any damage occurs as a result of the construction activities, Contractor shall restore such improvements to identical line, grade, estheticaI and structural conditions as they were prior to beginning of construction. 3. A l l elevations refer to National Geodetic Vertical Datum [ N. G. V. D. ] , 1929. 4. Dade County Flood Cr i ter i a for this project Is 5.00 [ N. G. V. D. ) 5. October High Water Elevation 1 s 2.00 [ N. G. V. D. ). 6. All proposed elevations are to edge of pavement or driveway center line. 7. All French Drain perforated pipe shall be i5" diameter and shall have a minimum invert elevation of 2. 00 [ N. G. V. D. ) . (Unless otherwise noted). 8. French Drain bottom elevation shall be E-3 5.00 [ N. G. V. D. ] . 9. The following items shall be constructed in accordance with the referenced details from the Dade County Public Works Manual: a. French Drain ....................... S. D. J. i b. Catch Basin.. S. D. 2. 6 c. Catch Bas i n Frame and Grate........ S. D. 2. 3 d. 2' Valley Gutter ................... R. 14. 6 e. P -6 Inlet .......................SD 3.4 f. Swale Inlet ........................SO 3.1 i0. Contractor must observe extreme care to prevent debris, silts and fines from entering French Drain. Inlet Grates shall remain covered with filter fabric during construction until the system is ready to enter in operation. Ii. Contractor to verify soil conditions at site. If muck is encountered, contractor shall demuck area and fill to grade with minimum 98% density. 12. All areas not paved must be sodded. 13. All work to be done in accordance with Miami -Dade County Public Works Standard Details and Specifications. 14. All topographic and survey information is based on Sketches of Survey prepared by Fortin, Leavy, Skyles Land Surveyors. 0. Pipe requirements: French drain pipes shall be ADS Corrugated Polyethylene (Perforated]. All other pipes shall be ADS N -12 Polyethylene Non - Perforated. [or approved equal). 16. Contractor shall provide a Paving and Drainage "AS -BUILT PLAN" certified by a Professional Registered Land Surveyor in the State of Florida reflecting all the features of the Stormwater System and should include, existin pavement and swale area grades, catch basin rim and invert elevations, french drain length and bottom elevation, etc. 17. a. Drainage Trenches to be ZURN Z -882 6" or 12" Perma- Trench as per ZURN FLO -DRAIN COMPANY [8137 754 -7148 or approved equal. b. Trench Drains shall be capable of conveying a minimum flow of 1,709 gpm at the last down stream section. c. Contractor shall submit Shop Drawings and documentation for review and approval prior to ordering and shall strictly follow manufacture's Specifications and Installation Instructions. d. Contractor to install Class E Grates Type Z- 882 -HDP, heel proof. capable of supporting H -20 loading. STORM DRAINAGE AAW'T I L S designed L. SERRATE drawn N. SERRATE checked L. SERRATE approved R. VARGAS prod no 14018 -01 scale AS SHOWN date AUG 13, 2014 cad ref 14018 -15 RODOLFO J. VARGAS PE * 35648 drawing C-4 Z = am °- Z z U) o _ _w rr J J 0 .1 Cn b 0 - z C-) CI) 0 L0 z W U rnz J � 0 Ise U) 0 Z ~ Z C-) U) r�n no date revision /issue STORM DRAINAGE AAW'T I L S designed L. SERRATE drawn N. SERRATE checked L. SERRATE approved R. VARGAS prod no 14018 -01 scale AS SHOWN date AUG 13, 2014 cad ref 14018 -15 RODOLFO J. VARGAS PE * 35648 drawing C-4