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Resolution 2019-30835 RESOLUTION NO. 2019-30835 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ENDORSING THE PROPOSED CONCEPT PLAN SUBMITTED BY 500 ALTON ROAD VENTURES, LLC, 1220 SIXTH, LLC, SOUTH BEACH HEIGHTS I, LLC, AND KGM EQUITIES, LLC (COLLECTIVELY, THE "DEVELOPER") FOR THE 5TH STREET PEDESTRIAN BRIDGE PROJECT ("BRIDGE PROJECT"), WHICH CONCEPT PLAN IS ATTACHED AS AN EXHIBIT TO THE COMMISSION MEMORANDUM ACCOMPANYING THIS RESOLUTION; FURTHER, AUTHORIZING THE ADMINISTRATION TO SUBMIT AN APPLICATION TO THE DESIGN REVIEW BOARD, FOR ITS CONSIDERATION OF THE DESIGN FOR THE BRIDGE PROJECT, SUBJECT TO THE CITY COMMISSION'S FINAL APPROVAL OF AN AMENDMENT TO THE DEVELOPMENT AGREEMENT DATED JANUARY 9, 2019 BETWEEN THE DEVELOPER AND THE CITY, WHICH AMENDMENT WOULD PROVIDE FOR THE DEVELOPER TO COMPLETE THE DEVELOPMENT, DESIGN, PERMITTING AND CONSTRUCTION OF THE BRIDGE PROJECT. WHEREAS, on November 6, 2018, the residents of Miami Beach overwhelmingly approved three ballot questions authorizing the City to issue General Obligation Bonds ("G.O. Bonds") to fund capital projects within the City in the areas of public safety, parks and recreation, and infrastructure; WHEREAS, the G.O. Bond projects include, among other City projects, $10 million for the 5th Street Pedestrian Bridge Project, to provide for a pedestrian bridge over and across 5th Street and West Avenue, to connect the baywalks south of 5th Street with the area north of 5th Street (the `Bridge Project"); and WHEREAS, on March 13, 2019, the Mayor and City Commission adopted Resolution No. 2019-30754, authorizing the issuance of the first tranche of G.O. Bonds, and as part thereof, approved the G.O. Bond Implementation Plan, which plan included the Bridge Project as one of the projects scheduled for implementation during the first tranche of G.O. Bond projects; and WHEREAS, on December 12, 2018, the Mayor and City Commission adopted Resolution No. 2018-30647, approving a Development Agreement between the City and the Developer for the development, design and construction of a mixed use residential and commercial project on the 500-700 Blocks of Alton Road, and providing for the Developer to develop, design construct a 3.0 acre public park, which would be conveyed to the City; WHEREAS, the Development Agreement, dated as of January 9, 2019, provides for the Developer to grant to the City a pedestrian pathway easement that would include a platform area for the connection of the Bridge Project north of 5th Street, and further provides that the City and the Developer agree to exercise diligent, good-faith efforts to negotiate and draft terms for the Developer to develop, design and construct the Bridge Project, with any such agreement with respect to the Bridge Project subject to the prior approval of the City Commission; and WHEREAS, following the execution of the Development Agreement, the City and Developer have worked together to define the processes and refine the scope for implementing the Bridge Project and the City's overall vision for enhancing the development of the Bridge Project, for the use and enjoyment by all residents of and visitors to the City of Miami Beach; and WHEREAS, the proposed concept design for the Bridge Project is attached as an exhibit to the Commission Memorandum accompanying this Resolution ("Concept Plan"); and WHEREAS, the Administration recommends that the City Commission endorse the Concept Plan and authorize the Administration to submit an application to the Design Review Board ("DRB")for the DRB's consideration, subject to the City Commission's final approval of an amendment to the Development Agreement for the Developer to develop, design and or construct the Bridge Project; and WHEREAS, if the City Commission endorses the Concept Plan, the Bridge Project would be heard at the Design Review Board's June 4, 2019, hearing. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby endorse the proposed concept plan submitted by 500 Alton Road Ventures, LLC, 1220 Sixth, LLC, South Beach' Heights I, LLC, and KGM Equities, LLC (collectively, the "Developer") for the 5th Street Pedestrian Bridge Project ("Bridge Project"), which concept plan is attached as an exhibit to the Commission Memorandum accompanying this Resolution; further, authorize the Administration to submit an application to the Design Review Board, for its consideration of the design for the Bridge Project, subject to the City Commission's final approval of an amendment to the Development Agreement dated January 9, 2019 between the Developer and the City, which amendment would provide for the Developer to complete the development, design, permitting and construction of the Bridge Project. PASSED AND ADOPTED this day of May, 2019. ;;L-2_______ ATTEST: ��``� .�B h''�gan Gelber, Mayor e ' 1 r APPROVED AS TO = v� .. , Rafa-1E. ranad., Cit Clerk ;' •' r : FORM &LANGUAGE y . •term _ * &FOR EXECUTION 1 * MCORP ORATED: % :: - '' 64-4;CT 4-VI-.il , Vcity Attorney (�,�,� Date • ��''��IZCH 2E , Yom` Resolutions - R7 L MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Jimmy L. Morales, City Manager DATE: May 8, 2019 SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, ENDORSING THE PROPOSED CONCEPT PLAN SUBMITTED BY 500 ALTON ROAD VENTURES, LLC, 1220 SIXTH, LLC, SOUTH BEACH HEIGHTS I, LLC, AND KGM EQUITIES, LLC (COLLECTIVELY, THE "DEVELOPER") FOR THE 5TH STREET PEDESTRIAN BRIDGE PROJECT ("BRIDGE PROJECT"), WHICH CONCEPT PLAN IS ATTACHED AS AN EXHIBIT TO THE COMMISSION MEMORANDUM ACCOMPANYING THIS RESOLUTION; FURTHER, AUTHORIZING THE ADMINISTRATION TO SUBMIT AN APPLICATION TO THE DESIGN REVIEW BOARD, FOR ITS CONSIDERATION OF THE DESIGN FOR THE BRIDGE PROJECT, SUBJECT TO THE CITY COMMISSION'S FINAL APPROVAL OF AN AMENDMENT TO THE DEVELOPMENT AGREEMENT DATED JANUARY 9, 2019 BETWEEN THE DEVELOPER AND THE CITY, WHICH AMENDMENT WOULD PROVIDE FOR THE DEVELOPER TO COMPLETE THE DEVELOPMENT, DESIGN, PERMITTING AND CONSTRUCTION OF THE BRIDGE PROJECT. RECOMMENDATION The Administration recommends that the Mayor and City Commission adopt the Resolution. ANALYSIS On November 6, 2018, the residents of Miami Beach overwhelmingly approved the three ballot questions authorizing the City to issue General Obligation Bonds to fund capital projects within the City in the areas of public safety, parks and recreation, and infrastructure. The General Obligation Bonds (G.O. Bonds) projects include, among other City projects, $10 million for the 5th Street Pedestrian Bridge Project. Subsequently, on March 13, 2019, the Mayor and City Commission adopted Resolution No. 2019-30754, authorizing the issuance of the first tranche of G.O. Bonds, and as part thereof, approved the G.O. Bond Implementation Plan, which plan included the Bridge Project as one of the projects scheduled for implementation during the first tranche of G.O. Bond projects. On December 12, 2018, the City Commission approved, subsequent to second reading/public hearing, the Development Agreement between the City and the "Developer" for the planning, Page 894 of 1102 scheduling and approval of the design, development and construction of a mixed use residential and commercial project and a 3.0 acre public park to be conveyed to the City. The project is located on the 500, 600 and 700 blocks of Alton Road. On January 9, 2019, the Development Agreement was executed, and provided that the City and the Developer agree to exercise diligent, good-faith efforts to negotiate and draft terms for the Developer to develop, design and or construct a pedestrian bridge over and across 5th Street and West Avenue, to connect the baywalks south of 5th Street with the area north of 5th Street; provided, however, that any such agreement with respect to the Bridge Project shall be subject to the prior approval of the City Commission. Following the execution of the Development Agreement, the parties have worked together to define the processes and refine the scope for implementing the Bridge Project and the City's overall vision for enhancing the development of the Bridge Project, for the use and enjoyment by all residents of and visitors to the City of Miami Beach. This Resolution will endorse the conceptual plans (Attachment A) and authorize the Administration to submit an application to the Design Review Board for its consideration of the Bridge Project. The project would be heard at the Design Review Board's June 4, 2019, meeting. Development, design, permitting and construction of the Bridge Project, by the Developer, would be subject to the City Commission's final approval of an amendment to the Development Agreement. CONCLUSION The Administration recommends that the Mayor and City Commission adopt the Resolution. Legislative Tracking Capital Improvement Projects • ATTACHMENTS: Description ❑ Attachment A- Bridge Project Concept Plan ❑ Resolution Page 895 of 1102 ATTACHMENT A • CITY OF MIAMI BEACH - 5TH STREET BAYWALK PEDESTRIAN CONNECTOR BRIDGE ~� �* ARCHITECTURE •^� CE;.�}.,, A5-0D COVER SHEET AND DRAWING INDEX - "'-"^..I "7:7... A.5-016 V. A5-01A SURVEY -Z.�y ^ `. A5-02B EARVEY - .+,ti. , AS02 EASEMENTSRENDERED SITE_ 'i'•�.�`1�. _ �1+ ASO4 BRIDGE REFERENCE •-J•--.-.r. t A5-05 IMAGERY `r_,+1'-,- 1� , 1 A5-00 RENDERING .-_ "-^yti �J i ,' - A59] RRENDERING A5-08 RENDERING A5-20 BRIDGE-z "��'r-��.. 'R I A5-21 LEVEL PIAN BRIDGE- 1 LEVEL i SIGNAGE PLAN -y.-N` AS25 BRIDGE-LENEL2PLAN SIGN �. —� +PA-23 BRIDGE-LEVEL 2 RENDERED PL q1 '.r 0.424 BRIDGE-LEVEL 2 RSOFLEPENOERED PIAN r j !,L J .� .) •b \"': V,L-;.,Z."?.,.,-"-i,: is M^"' AS-25 BRIDGE-ROOF LEVEL PIAN •-..a L•11,� . 7." 1r7 x11 "R it 1 IA k !i HB F fbU 0. N d ". ,�1 rr v,',..,111,:..,,,...,, A5-25 BRIDGE-LEVELI RCP -+1 I -- i y v'W1 G,E- y, 1' 0530 BRIDGE-WEST AND EAST ELEVATIONS L1 , , y4• "' t �F.- 6 4r A531 BRIDGE-ELEVATIONS .� % 4 • _ ' I I �47C F k �A fi s A532 BRIDGE-ELEVATIONS A533 BRIDGE-WEST AND EAST RENDERED ELEVATIONS ^� • •'-' '-r,f,•I4 I '' 1 A5-34 BRIDGE-RENDERED ELEVATIONS H i1` ',10)'''''''' A5-0 STAIRSERENDERED ELEVATIONS A440 STAIR SECTIONS A5-01 BRIDGE SECTION .I ��L •{ ��-'C.f _. h A5-50 PHASE 1 FOUNDATIONS A5-51 PHASE 7A SUBSTRUCTURE (:,,;j.- „I,..:� A5-52 PHASE 2ASUBSIRUCTERE AS53 PHASE 28 RAMPS -.,.I A5-54 PHASE3 BEAM x ' I`II I, SH A45E PHASE MA5-55 PHASE 4 ESH 1 y f- SIGNS 'II ll ^ ,; �v, MLI �`• ' p� . . , , ( ,�� .J11� } ;IL L�LF}1IpS 1 1 r"' ':' ^ T 0 1 {L Y. `ss..W LANDSCAPE i ik 1 1 I! + r �ry.� .� l, 5 ^ ,� �I� LD-000 LANDSCAPE INDEX - . 40„ I( JJ fjlf 1I.01111111!iti I I i� II! ' 11 dl ..)I!11J L 1 i ,1�p] t l t . .lI'.� r- L0-001 LANDSCAPE NOTE11 iFFf }y� .. ?it( �IIli;�,,rI-I. 'II 'iI •4— I,0 • 44y#. U4 LyEUe j,41 I1` 3 lDOD2 LANDSCAPE CALCULATION / .. P' ,1 'II ,t . k '_ • s • I IFw.I I •nr • .i'I ''� . , U IIA 1i FL 9111\ LO-00.3 PLANT IMAGE •- I �rrl, 1 1 I r P 11�� ' C` 1 r r '� 11 ;33114' � Y' I� ' ^0 1 I _ 7.7 '^37 _ �`,' �i W-004 HAADSCAPE MAGE I II ;'�II 11110 Ir�f`�II I` LD-005 TREE SURVEY ��' '[I I�!i� FI. FI��J.{glt4��i1. il . •� `I`.' II'� I�r��l0� !!1�I 11 Is I L' 1 �A1� I iII 1 1IU�IUIiIILI'l'III..'11. t_, �� - L1-100 GROUND LEVEL RENDERED PLAN l L1-110 GROUND LEVEL HAROSCAPE , it 1 1 I 1 I _ L1-120 GROUND LEVEL TREE PIAN PLAN t1 �+�A1� Mir I ` - V. - • + L1-130 GROUND LEVEL SHRUBS AND GLYfl PIAN 4 j I Lam , /I I • ' _ ` ' L1-140 GROUND LEVEL LIGHTING NO ND L, .�gjIt _ L1-200 2NO LEVEL RENDERED PLAN B 1...- n.. f et I \\ • I51 Ir `I' II !y -II 4 LS710 GROUND LEVEL HARDSCILPE DETAILS _r �. � .F.�.�--+v'n3C "� ^,MperV.fig. 14 I.F L 9.2 I j1,, .1 '1 , L5-120 GROUND LEVEL PLANTING DETAILS 1-1 LIR7-100 GROUr0LEVEL IRMAATONPLAN ® ~ ...,,-,.....-,•-•'-'.."'""---- J - p. C Ip'yLL , _ 1 •G _w� URS-100 GROUND LEVEL IRRIGATION DETAILS If > r - , \ate y `\ V\ 'A4 ARQU//ECTON/CA l"'�O$E S FINAL DRB SUBMITTAL 2900 Oak Avenue,Miami,FL 33133 EN OKE,G, N . 5TH STREET BAYWALK COVER SHEET AND DRAWING T305.372.1812 F305.372.1175 PEDESTRIAN CONNECTOR INDEX DATE: A5-00 No copies.transmissions.reproductions,or electronic manipulation of any porion ofthese drawings in whole or in pan are to be made witho I the express wniten permission of BRIDGE 04/08/2019 Arquiteclotica International.All designs Indicated In these drawings are propany of Arpuitectonica International.All copyTIghls reserved(0)2019.The data Included in tNs study Astri searnefuMerrefineill,continue numbers r will siva ccordingty.��pmJecmdevelapmenlwimtheeventuallnlegraBonoTawcluraI,ME?Onamesalary. MIAMI BEACH,FL 33139 Page 896 of 1102 LAND DESCRIPTION:(BLOCK 500) THIS SITE LOTS 2 THROUGH 16.INCLUSIVE,A PORTION OF LOTS I.17.18 AND 19 AND THAT CERTAIN 15 FOOT x: - � a -.I NOTES: VACATED ALLEY LYING WITHIN SAID LOTS.OF'AMENDED PUT OF AQUARIUM SITE RESUBDIVISION', '#C jA D �I I. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED ACCORDING TO THE PUT THEREOF.AS RECORDED IN PUT BOOK Cl.PACE 83,OF THE PUBUC RECORDS 'x T,r y it �J SEAL OFA FLORIDA LICENSED SURVEYOR AND MAPPER. OF MIAMI-DACE COUNTY,FLORIDA,BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I• `}t 4 D �, Th.F , m __-I 2. THE CERTIFICATION SHOWN HEREON TO THE EXTENT RELATING TO THE BEGIN AT THE NORTHWEST CORNER OF SAID LOT I1; e "TT: �- 7th-S1--- - "'-T EXISTENCE OF EASEMENTS AND/OR RIGHTS-OF-WAY OF RECORD IS BASED UPON W ' -'-j r____-,-1-----,____ I COMMITMENT FOR TITLE INSURANCE I55UE0 BY CHICAGO TITLE INSURANCE COMPANY THENCE NORTH 89'37'30'EAST ALONG THE R V LINES OF SAID LOIS 10 AND 11,A DISTANCE OF T' - ORDER N0.:4172842,EFFECTIVE DATE:JULY 09,2014. 210,00 FEET TOA POINT ON A TANGENT CURVE CONCAVE TO THE SOUTHWEST: iF*N Ut '�, f•l tl II 3. THIS SURVEY WAS DONE SOLELY FOR BOUNDARY PURPOSES AND DOES yfi�e°'� FED DEPICL THE R ENTICTION OF ANY MUNICIPAL,STATE. THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 20,00 LET,A CENTRAL . P I 1 �� III Ma OR OTHER ENTITES. ANGLE OF 89'59'39'AND AN ARC DISTANCE OF 31.41 FEET; ...rr ".. . J Il,v- _____ ----_ - ---- 4. THE LAND DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT. THENCE SOUTH 00'22'51'EAST ALONG THE EAST UNE OF SAID LOTS I THROUGH 10,A DISTANCE OF y ;, ��. ` I ^,I' 1 5. UNDERGROUND IMPROVEMENTS NOT SHOWN. 277.46 FEET TO A POINT ON A TANGENT CURVE CONCAVE TO THE NORTHWEST; 1 Ii M Beach , ': 6. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE,HAVING A RADIUS OF 65.5 FEET,A CENTRAL I l'',"'..^. ' �- _ I,l VERTICAL DAVM Of 19Be. ANGLE OF 87'00'49-AND AN ARC DISTANCE OF 99.47 FEET; IL--2`.'. '- 4 (Jr ----==-=' 1L_'L 7. BENCHMARK REFERENCE:MIAMI/DADE COUNTY BENCHMARK A D-151 7D ELEVATION=3.72' NGVD29 2.16' NAVD88 J";p -.3-:;--71'-_-",,k----- _ ,.s._9ti3 t 1._ -i. ( ) ( ) THENCE SOUTH 86.38'28"EAST,A DISTANCE OF 112.67 FEET TOA POINT ON A NON-TANGENT CURVE J 6r ?')g'-_.---.1 r B. SWINGS SHOWN HEREON ARE BASED ON THE DEED. (A RADIAL UNE THROUGH SAID POINT BEARS SOUTH 19'33'06'WEST); 4r'.:1,......!, 4; �� h.S 111 {Il jilt LI ANCLETHENCECFO46'0619ERLY AND AN G ARCTHE DISTANCE OF SAID 23S8 FEET:HAVING A RADIUS OF 29.30 LET,A CENTRAL fi 41 IT sOoeaTn`` �� Bi-5E"` C _ kt THENCE NORTH 24.20'35'WEST ALONG THE WESTERLY UNE OF SAID LOTS 17 AND 16,A DISTANCE OF ' Y *IC:- h, I II • 73.04 FEET TO A POINT ON A TANGENT CURVE CONCAVE TO THE EAST; b< �' t Ill''A It f , 7 A- I J THENCE NORTHERLY ALONG THE ARC OF SAID CURVE.HAVING A RADIUS OF 335.75 FEET.A CENTRAL �,,, '1' `. I,` ANGLE OF 23'57'44'AND AN ARC DISTANCE OF 140.42 FEET(THE LAST DESCRIBED BARING ANDDISTAMAP THENCE BEING ALONG THE WEST UNE OF SAID LOTS 16.IS AND 14); L O C A T I O N M A l (N T S) THENCE NORTH 0A POINT WEST ALONG THE WEST UNE E SAID LOTS TH,12 AND II,A DISTANCE OF 130.00 FEET TO A POINT ON A TANGENT CURVE CONCAVE TO THE SOUTHEAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 20.00 FEET,A CENTRAL PER THE CITY OF MIAMI BEACH : ANGLE OF 9700'21'AND AN ARC DISTANCE OF 31.42 FEET TO THE POINT OF BEGINNING. GRADE:4.46'(NGVD 1929) 500 BLOCK AREA = 85,180 SQ. FT. BASE FLOOD:8.00'(NGVD 1929) ADJUSTED GRADE: 6.23'(NGVD 1929) ZONING;CD-2 FRONT SIDE INTERIOR SIDE FACING STREET REAR SUBTERRANEAN 0 FEET 0 FEET 0 FEET 0 FEET EXISTING TREE SURVEY(ON SITE) EXISTING TREE SURVEY(OFF SITE) orlon( SPECIES TEM DIA TITNCS HTVGNi 5 PM`13FIx CONS. N E0JRVEY SPECIES BRGNST DIA. Ai TENOR TREE ANOPPYY (Si)CSO DOND. NAME Sceirmc NAME FEET P2 F SCIENTIFIC NAME FEET FT2 I 4N' INCHES LEGEND: � im ■■■�■ ,. I EXT cont CRACKED BY {� � NCKETE DWN DRAWN BY �.wlifi-NE■■■■■ , FB/PG FIELD BOOK AND PAGE SIR SET 5/e'IRON ROD&CAP#6448 SNC SET NAIL AND CAP#6448 �� FIR FOUND IRON ROD �,� I, FIR FOUND IRON PIPE =4-, 1•=.,,r44= CR CABLE RISER �y� {1µp CEN. GENERATOR �rsF��t �� ?q t ND FOUND NAIL&FOUND NAIL N DISC D AP s9a Nr" JOT MiVIs,4"i" ��___ _ P.B. PLAT BOOK �1, -/Icr4n Ny -X- CHAIN LINK/WOOD FENCE I�lllllM(�lllllllll 3 -II-III■--- II i, u CBS A/C CONCRETE CONDITIONER STRUCTURE =j --- II T� ; B.C.R. OFFICIAL COUNTY RECORDS FOT ORB OFFICIAL RECORDS RECORDS -� BFP BACK FLOW PREVENTER N_�,a xamr ■■■ R RADIUS • A DELTA ANGLE CERTIFIED T0: Wu4r_ =,_ 'i'' I A RC DISTANCE -, �_�_-iMI M/D.C.R. MIAMI/OAOE COUNTY RECORDS THE SCHOOL BOARD OF MIAMI-DADE COUNTY,FLORIDA AND WALTER J.HARVEY `11 --_`_� F TTP TYPICAL SCHOOL BOARD ATTORNEY AND HIS SUCCESSORS IN OFFICE {S POB POINT OF BEGINNING Ei -IMI M _� ," 4 0 ELEVATIONS =��= .. -E- OVERHEAD ER ONES HEREBY CERTIFY RE THAT THE"EST OF OF SURVEY"OF THE HEREON EYE PROPERTY IS E linniMRe I. POB POINT OF BEGINNING TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE' AND BELIEF AS SURVEYED IN THE FIELD __ W4 WATER METER UNDER MY DIRECTION IN FEBRUARY,2019.I FURTHER CERTIFY THAT THIS SURVEY MEETS THE f1 TSP TRAFFIC SIGNAL POLLS CHAPTER 5J-17MINIMUM COF THEAL N FLORIDA ADMINISTRATIVE CODE.DARDS FOR SURVEYING IN EPURSUANT TOSTATE OF O SECTION RIDA ACCORDING TO MLP METAL UGH'.PALE FLORIDA STATUTES.THERE ARE NO GROUND ENCROACHMENTS OTHER THAN THOSE (C) OCTALUGH SHOWN HEREON,SUBJECT TO THE ABOVECATIONS NOTED HEREON. �D) DEED p -E.E■■■■ PP WOOD CANT POLE WLP ME UGHi POLE FB ELECTRIC BOX FOR THE FIRM,BY: ligi=11= - 'IMIEM=IIMMI5 SO.L. SQUARE FEET SCHEF ON IERA TREE RICHARD E.COUSINS , I 1 Q ON SITE TREE NUMBERS PROFESSIONAL SURVEYOR AND MAPPER S OFF SITE TREE NUMBERS SURVEY DATE:02/08/19 FLORIDA REGISTRATION NO,4188 COND. CONDITION COUSINS SURVEYORS 8c ASSOCIATES, INC.(CLIENT: R E V I S I o N S DATE WPC CNN cm IRRNJROT 'I SHEET ' ALTON ROAD '"°_""`, ==Tw,.-- .. oy (PROJECT NNUBER:6BN-II f/ DAVIIE,SW FLORIDA 33314E,SUITE 1011 CRESCENT HEIGHTS MIAMI BEACH, FLORIDA SKETCH OF SURVEY Q T•y CERTIFICATE OF AUTHORIZATION:LB#6448 s (BRIDGE) PHONE(954)689-7766 FAX(954)689-7709 A \(I /SCALE: N/A ,/ SHEETS • ARQUITECTONICA0SI R FINAL DRB SUBMITTAL 2000 Oak Avenue,Miami.L33133 5TH STREET BAYWALK T305.372.11312 F305.372.1175 PEDESTRIAN CONNECTOR SURVEY e" DATE: A5'01A No copies.transmissions.reproductions,or electronic manipulation of any#onion of these drawings In whole or in part areto be made without the express written permission of BRIDGE 04/08/2019 Amuilectanica International.NI designs indicated in these drawings are property of Arguitectanlco International.All copyrights reserved(c)2019.The data Included In Ws study is conceptual In nature and will continue to be modifiedthroughoutthe course of the projects development with the eventual Integration of structural.MEP and We safety MIAMI BEACH,FL 33139 - s systems As these are further refined,the numbers will be adjusted d accordingly. Page 897 of 1102 NGVD 1929 • ' ` COUSINS SURVEYORS & ASSOCIATES, INC. SHEET II FLOOD ZONE INFORMATION' ¢ 'h-,e p k' •, 'b 3921 SW 47TH AVENUE,SUITE 1011 fFF COMMUNITY NUMBER 120651 F.� g . 4 DAVIE,FLORIDA 33314 0 le, o S ° CERTIFICATE OF AUTHORIZATION:0#6448 2 roti eke PANEL NUMBER 0319 L a ` U N6 1 E4 C. R E v PHONE 5954)689-7766 FAX 954 689 7799 /SHEETS, I., °— o M V k\,, _._.ctaw.m=prol ZONE '' ill F®; It1 A i t- a s I 0 N FP/POOWN • "s E 0,rM..nw BASE FLO00 ELEVATION 8 23{^ " ') {{ ° < w nor JECT NUMBER:eau t P B ce a ynce EFFECTIVE DATE 09/11/09 •+, •4 ,• • t ZF,S /�Ro � q, `. Ee, k i 1N ��''qqq 1 SCALE:i•-20' ) ee /�% ��n ` V�, 1 � l ‘,..--w%,__ 0asy_w s a� CLIENT y `. ."km �r�••-_ � p�9 ALTON ROAD 1 ac.,' C CRESCENT HEIGHTS MIAMI BEACH, FLORIDA 5 STORY k 1 H oo !Vo k• �:-,! k •s t 'Lint' k 3F // °" rnn°' " S BUILDING 4.g Ise - y - - -fit , r° �y � arr„ $p$p `i . ;yl" .› - ®.wiaT ®: , e.® m v ga ww c� "® 3 yi NtB�, A luc .B9 9 v L_ I �_ \/.�� i'rCa• t,AT v w•v' �n 4 J' .a' F. 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IpfE#. /LIst, •- B ® ' -727,1.° ,— aw.< n•` Eg € � Ry e 1.° ill— -�•,> aw',.° n.w _a— rs'-'- S .,., S� `= ...wLT..aloe I +� ----• ° Pa '>:". rnw nan�F-...�mx_1=11 ..0 wn tuEOU 4 __ �4 20 0 20 _—n,-, -- - `__ • ,.•.n. � a ....,w. u...1 •• ... .._ a u _- — — - - - -_,- _u OVERPASS -� �1 - ------ GRAPHIC SCALE IN FEET A -�"'P� ` -� n�- n3Pn,M yN�\\ ]oKRv.155 AROU/ 4/VNICAPEDESTRIAN CONNECTOR 1 IN— FINAL DRB SUBMITTAL 290 3 SAven e.Mia i,FL 33133 5TH STREET BAYWALK SURVEY N DATE: A5-018 No copies,transmissions,reproductions,or electronic manlpulatron of any portion of(nese draw gs in whole or In part are to be made without the express written permission of BRIDGE 04/08/2019 Arquitectonica International.All designs Indicated in these drawings are property of ArquiteotoniCa International.All copyrights reserved(02019.The data Included In this study is conceptual in nature end will Continue to be modified throughout the course of the projects developmentwitftthe eventual integration of structural,MEP and Me safety MIAMI BEACH,FL 33139 systems.As these em further refined,the numbers will be adjusted accordingly. Page 898 of 1102 • `g o • OF STATIONING T v'i • - o. DIRECTION -- U to - 2 o -1 m 1- < • U f- ,,}1. R1 - AQUARIUM SITE yo _ BLOCK 104 I LU ti A RESUBDIVISION OF o-.. { l 1 \J � C OCEAN BEACH ADDITION No.3, cn9 OCEAN BEACH._ADDITION No.3 1 Z NI o } i; AQUARIUM SITE ,'\ • m (P.B.2,PG.83) I mT - P.B.2,P0.81 I W o 1t A RESUBDIVISION OF LOT 3 m y m Q C•L OCEAN BEACH ADDITION No.3 „' _ C THE BENTLEVI BA\CONDO�`'\� LOT 16 SLOT 2 • 5 - A LOT 11 LOT 6 W ti 2 l . (ORB 23222 P0,12�34) \ .10)5(Ot'7, O I , 0)5 . J .` Ili ' \ , ;S v.v......"."' 500 ALTON ROAD ro 0 I cc °;� BLOCK DEVELOPMENT SIT- c ° f. b Li LOT 24 ; , g - LOT 10 i I LOT 7 l •w BEGIN BRIDGE I I= . . ., . �_ " ' *s LOT 8 w` 7. s- , 1` / FDOT R/W '. r`" o LOT 9 - ,.., _ iiiii0,�1 _-- „ iD7.. .,_.,„.c.„,,7_„,_,,,,..,...:_,,...___,l,sra,o 'o �r'Tal74ds..(aboosa3 oc(D1. \B 2, e — - -- .A/1 II/ ,y� �, - r 4. .- n.' ` ,9(D} 5(01 518} e - \\,\\ 5TH STREET • r _ us'r s(�Z—---- -5(0)- -250+00 s] } 2 +00 e CAUSEWAY) �� — zas+oo En-0 za99++oo Dl s(O12Ix cultvOH `\ �� (MACARTHU z_ee� �za6+oo': l_za7+b0 BFD y. . .-,n1 1 I —_,nom 1 I j tl�n•r I I I r n Q2 '�� - Gtnl �IDt�. -GT), w 243+00 : 1-395 IN 87 59'54 EI .,BFOE(0)-8f0Et01 sq} p IX -fimJ G(D1 - m '\ - O '� (-J. .--BFO E{U) . 571 STA.243+77 33 ,, Do. ' O o - A. '�� Z_ ._L01....aO SsaBBG'9LYb 7 'G',"4�b� '`u :'n d _.��— ;.n . fa =T °�.0 k �- rgavo n .....- QA b 'rte f . �0' e ii-li ',11,0111 �� Yf/�el,,,,,,,,';;,...,T.ii �� /! } `ppm e�o o o .:Kon M). �9 • 4,1Y(Dto YV(D} V(D} ��/ ICON CONDO � s 10 END BRIDGE.. '‘,.:.:,... "1. j/// - h --9,441,10 .. `o yg. `.`O' ° ---(ai9•-------4e)9—,....-....:.. ---------• a, (ORB 22824 PG 4551) 4 �'•, or "- l CITY OF MIAMI BEACH PROPERTY •jtC.: A 2 0 t / AMENDED PLAT OF LOTS 43 TO 50 .,"„o '., ' Y- � _ 3 W FDOTR/W. //� INCLUSIVE BLK.111 EXISTING SEAWALL OCEAN BEACH ADDITION Na 3 a * p BLOCK 3 W /i (P.B.2,PG.81) 412 ;,.•--I 9fi 9, OCEAN BEACH ADDITION No.3 I W ��/ �Qpia o p, P.B. 2, PG.81 h • \ � 8 I% \ ...1.'.., ,^'°-' `a PI STA 242+44.00kh \` ` PROPOSED BAYWALK , !x J' �')/S . T=184.54' o • , L=364.83' FOOT EASEMENT ,i / \ Gl rtl R=981.47' . -- ,� PC STA.240+59.45 ® CITY OF MIAMI BEACH t PLAN LAYOUT ,';• F� oxo. 'r • PT STA.244+24.28 U FIRE ACCESS EASEMENT .. W ' , - • -BRIDGE NO. XXXXXX i xxEvtso Doff'" "` 1.•LAIO,P.E. Do '"` acxw,¢x¢ ti DATEE °�OOP"Oj DAM BY " "a P.E.LICENSE NUMBER 63068 CITY OF MIAMI BEACH PLAN LAYOUT-PROPOSED ALTERNATIVE LAKES ENGINEERING,INC. rionan. 1 �n 4870 SW 72ND AVENUE NO CWT. x.ff ' MIAMI,FLOflfDA 33755 AMMO. ' 1-395 MIAMI-DADE 5TH STREET PEDESTRIAN BRIDGE 28-3 OF AUTHORIZATION 30255 CERTIFICATEAA's," EH-3 ARCO/TECTON/CA LAN FINAL DRB SUBMITTAL 2900 Oak Avenue.Miami.FL 33133 ENGINE I G, NC. 5TH STREET BAYWALK 1305.372.1012 F305.372.1175 PEDESTRIAN CONNECTOR EASEMENTS DATE: A5-02 No copes.transmissions,reproductions.or electronic manipulation of any portion of Nese drawings in whole or in part are to be made without Ne express written permission of BRIDGE 04/08/2019 Argwtectonica International.All designs indivated in Nese drawings are property of Arquitectonica Intemauonal.All copyrights reserved(c)2019.The data included in As study is conceptual in nature and will continue to be modified throughout the course of the projects development vi19 the eventual integration of structural,MEP and life safety systems.As Nese are further refined,the numbers will be adjusted accordingly. MIAMI BEACH,FL 33139 Page 899 of 1102 4 '1 _ rilti ll� v ,IJ�1L ,14 } 'r 1 Oil #I 7n-'C l a II g \l I - 1 1 5 _\[ - dg I _ 1��1�'k' 1 ..,,.. ,,..},R:` d ' • Il 11 l k.1i -FiIOIRg.W.WE { . .—..........,'I t., •, • 14' 1 ti' fir,. 1 �' '� a , k, 7 ',k 3\ Via;; I s ..„—«, '1 3 p // 0.k LL —;--,714'" +3,ry MTR0.Wbnc IF)M111.11110 \ 1 1114 ` 1 I 1, l 'I t ,tj, 4 ,� �r ,,„, Ilik 'y 4! , a ;4{� fi N14, 'I A 1” .i N , { p", I nq.. .I - ' I 'II T�f C� 1 1 l -.a$ \ti A'•QU "TON'"^ ENGINEER G1 N~4C. FINAL DRB SUBMITTAL 2900 Oak Avenue,Miami,FL 33133 5TH STREET BAYWALK 7305.372.1812 F305.372.1175 PEDESTRIAN CONNECTOR RENDERED SITE PLAN e" DATE: A5-03 No copies transmissions,reproductions,or electronic manipulation of any portion of these drawings In whole or In part are to be made without the express written permission of BRIDGE 04/08/2019 Arquitectonica International.NI designs indicated in these drawings are property of Arqultectonica Intemational.NI copyrights reserved(c)2019.The data included In tags study is conceptual In noose and wig continue to be rnodaledlt throughout the 9 y course of the projects development with the eventual integration of structural,MEP and life safely MIAMI B EACH,FL 33139 systems.As these are further refined.the numbers Will be adjusted d accordin Page 900 of 1102 —yon ._.� ti'— I 1 J wt ° I r° I „ 1 , 0 !i' a ,t rot , - #^ - '. , -'i yw - I ,� �' �'\�. y .0 F :rrr,441 k'`} r \ L -.---- --:":4it. "-.. ,c1,40, ,, ..„, A i , it i . ,, r, ' k. ..' 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DATE: A5-04 7305.312.,8,2 F305.3]21h15 CONNECTOR No copies.transmissions.reproductronsor electronic manipulation of any portion of these dravnnys in whole or in part are to be made without the express written permission of BRIDGE 04/08/2019 Argwtectonice Intematonal.NI designs indicated in these drawings are property of Argulhcteulw International.All cap/nghfs reserved(0)2019.The data included in Ode systems.Ascereselme nature and will the neuetoebelers 1:Medtto ssfeddaccont theca. of the projects development with the eventual mte9raOm of structural.MEP and life safety MIAMI BEACH,FL 33139 Page 901 of 1102 A' i rtet.mos. w aw' *,•q,�" „ r!iili 1 M ,r n , -.Ma _ :r_. T' - --.1`` ` .-moi —wig. _ �;'.s' 1L�y 'W.'p: P„ a ° ,ewn,'li M., "Millbor x , I p ,. - .�I 9 y I '�i a m\N�, 1 � - J ~ ��LI� ij 1 T. pp[ '� ' G \' ) ly µfL 4 i I M q A t 4 r,' yigi&: h �j 1 �,,.' r y►' a '�,Y , 5 i�, Icy; �� — f �' N }I�' �_.-.. - 1, i ^te n% , (;'!. a I \—, II Ir I. - )` _ ^ `i .tom s _ ,. 1 ' �~r R�,` — lrrr 1 ' 1. 1 ix —,-ir#051,,F e0,- ' 77 "" ,...h. , , Ls,"-'%:4I. .... . IL )1 11,,: 4., . , „ . , . ;., ,, , cr ,, N. t ,,,,,,,iiiiiiiiiii,„ ... _= R AROUITECTONICA EirIGI' kR S ANAL DRB SUBMITTAL 290000k Avenue,Miami,FL 33133 ry�t' 5TH STREET BAYWALK T305.372.1832 F305.372.1175 PEDESTRIAN CONNECTOR IMAGERY DATE: A5-05 No copies,transmissions,reproductions.or electronic manipulation of any potion of these drawings in whole or In part are to be made without the express written permission of BRIDGE 04/08/2019 Arquitectonica international.All designs Indicated In Nese drawings are property of Arquitectanica International.All copyrights reserved(c)2019.The data included In this study Is conceptual In nature and will continue to be modified throughout the course of the projects developmentvdth the eventual integration of structural,MEP and life safety systems.As these are further refined,the numbers will be adjusted accordingly. MIAMI BEACH,FL 33139 Page 902 of 1102 • • 1 c.........%.1. y 'til . __ � 0.1 4 9 ^.�7 LL -C., *Y �+ 4AI f.�� v5 s '.,•41'.,;;'.,C a, f ,.✓-. ( ".. 'a• Sir �� .`, 1` Nims,.'0.,.,,."'`..): '. .✓J s ,, 1 t . .'- 1-_ - - . La- .yr` 5 . i 4 - �y � 1, h- - ' --- • if _- ; ` i .� )I ,g. ,i,• X1 � - i 7}j�1' iii�ll. ,, r . i' i ,. iii/ i J■ (■ 4qyt jLLi. coo' �w �r� cocaw P'Il, .h ,�I�� t ■■.. 1. '4 �1 R�F4i�A1([ _ �,it ! 11 �i" !I � ,; I al� 41►�11'61r Xrh1�1� 1 '1),V1i ' 'ill = • _ _ - _1.�._ +.T,Ia c•-.J4 -M �, " 1. ,i4.WM9188. As w �>�. ' \ ry4,_h' l U '1' 9 i. 1 J AROU/TECTON/CA kliiilitlfffP. FINAL DRB SUBMITTAL 2900 Oak Avenue, mi,FL 331 21812 F3309.372117533 PEDESTRIAN CONNECTORRENDERING DATE: A5-06 No copes.transmissions,reproductions.or electronic nanipalatign of any portion of these drawings In whole or in port are to 10 made without Me express written pem+asion of BRIDGE 04/08/2019 Arquitectonka International.All designs indicated In these drawings ere property ofAreui octanita Intematonat Al copyrights reserved(0)2019.The data Included in the systems,tuisconatures these are n continue t Cers lmodified)mu out the course of the p!ojects development with the eventual integration of structural,MEP and life safety MIAMI BEACH,FL 33139 Page 903 of 1102 ,�... . -.1D--.,---.--,,,,,A ='!tikt , . tr "' I' i _ - ,,n',U r. ¢a ,} ._ t• .rr- s<y t'...0 s"'^c� 3•�I Inn e"" �+ rt� .s.e ' —.YY=71"r' �_ } - • _ Y 1 �,�.-!< 1 '. .jr,tt g6.'Sl'C35,YI. _ ''CF" «fi�^ ''-'- ='-' - Sry"+_. .. - - S,_,.., ni E 1 . :. &V �' - . _ --------- -; . ,_ '',--',.-,,, e, . _ ,....,,, ,, , „ , ..,_ s . r. u ` "1 v T�9gkt+ b4'-'44 a'.. 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Page 904 of 1102 Ivy i,tIk ,. prS .. i:,y ' ree tuI! A tmr srwg.g1Isfr 34114rx v N,,. a >� a I • ••11,-.:., f , , 1 I ry. �° 11h M A 7 fi 6 y ` 9� �i" � 4I� y - G ti srr' �o u .sr+v-•r �— — _..-.� ...._.. _... _.. _ .. a . - -- 5 ' fin^ 111 .. )// ,': te, r M r• � w "ti Vh 111111 N:',,,, 4, IIMyy1IIP'' l I '4".. '------7.-----'—', .."1 litti. - _._ ---T-____ . , r. P 'N ' ..',114.\ .-- -ter. • / l f b r I. le �r' h H.,.,0 0 AR011CTON/CA L'AD'ES FINAL DRB SUBMITTAL 2900 Oak Avenue,Miami,FL 33133 rye' ' 5TH STREET BAYWALK 7305.3]2.1912 F305.372.1175 PEDESTRIAN CONNECTOR RENDERING DATE: A5-07 No copies,transmissions,reproductions,or electronic manipulation of any portion of these drawings in whole or In part are to be made without the express wntten permission of BRIDGE 04/08/2019 Arquitectonica International.All designs indicated In these drawings am property of Arquitectonica International.All copyrights reserved(0)2019.The data Included in this study is conceptual In nature and will continue to be modified throughout the course of the projects development with the eventual integration of structural,MEP and life safety systems.As these are further reined,the numbers will be adjusted accordingly. MIAMI BEACH,FL 33139 Page 905 of 1102 GENERAL NOTE: ► ALL CONCRETE COLUMNS AND OTHER ► s tl BARRIER AILS 1 (EI CONCRETE SURFACES 10'AND BELOW WILL RECEIVE ► BARRIER WALLS • f f GRAFFITI GUARD PAINT FINISH I. _ \ ,011 • 1 3 `x CONCRETE PIER CAP 1 i I BEAMCONCRETE ABOVE p I� ! ii\ 1 `, CONCRETE COLUMN 1 1 I mu 0-,' ---...----- I ,rb vy`',\k I NcvD ;� BOEAM ABOVEfffl CAP E 01`- --'AA--— / �� FOOT R.O.W.LINE 1 CONCRETE COLUMN �1 'Al• - 4k HIGH GUARDRAIL '"� �' i LINE OF WALKWAY ABOVE ��` �, I I ;,� ' _ /. ' , CONCRETE COLUMNS.TVP. LINE OF SEAWALL `wrre Vita r1 / I -�` I `•\i %i' .\.✓ ii_ ,1,11 11 .;a STAR rl `i = I "' ` • OPEN TO SDK WITH O :?• } \ 1 • ROOF OVERHANG a ��;;:% ,' GLASS VESTIBULE _ C, L B�,, ,\ 'ELEVATOR TO HAVE GLASS AT ALUMINUM FW3 WIIX POWDER y� I \•=.------...a--,-•• 2SIOE$ J`(•\"-"'15' F' • - COATEDMARINEGRMEPAIM 'I ";; ; 1k-B• + S SYSTEM BEYOND.MEET AMA2605 .....:31:,..........!1 (`\/\`A`- •STAR \.o� - , 3LEVEFIAREA' _ STANDARD AT FLYOVER RAMP 1,\ \EINTD5AR LArmwc EA ,' ,, ABOVE `w, ejti • ® ' ;"� ` 2 ii- ® ELEV.CTRL 1� =i '. �!i�i�% ROOM w Q i I ,— ' i 30 SF ▪1 ,j F 'AI I t >NGVD O ' _ 3 -�` `,`ems , ^\ /• 1l'..1..) Is* OE •♦� °/// •\` ' ( <1 `, 1 -, . 'wEaT EVEN FDOT R.O.W.LINE /•••••• // 1ELEVATED WALKWAY (E)BUILDING //� // m // / _ 1ABOVE '/ 0 ..d.4. lir't 1111 10.19.-------. "Illir...:..:.::::: 1 t ./10 .".•"..A...•.•.•••••,;-+•• •• " M.Sr /// !► LIMIT OF BMOGE ....::.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•. SCOPE OF WORT( •'' // / 1 •e aN¢fl :•is // / • IR 0 - CONCRETE LOLUM TYP 061'' 'P. ARQU/TECTON/CA L�.�, FINAL DRB SUBMITTAL ENGIN RI �"� 5TH STREET BAYWALK T3O5°3721E12ueF3O5.372.117533PEDESTRIAN CONNECTOR BRIDGE-LEVEL 1 PLAN eN DATE: A5-20 No copies,transmissions,reproductions,orelectronN manipulation of any portion of these drawings in whole or In part are to be made without the express written permission of BRIDGE 04/08/2019 Arquiteotonica International.All designs Indicated in these drawings are property of Arquitectonica International.All copyrights reserved(c)2019.The data included In this study Is conceptual In nature and will continue to be modified throughout the course of the projects development with the eventual integration of structural.MEP and Me safety MIAMI BEACH,FL 33139 systems.As these are further refined.the numbers will be adjusted accordingly. Scale 302•=V-11. Page 906 of 1102 I 1 ! (E)CONCRETE I SIGNAGE LEGEND BARRIER WALLS NCRETE 1 / BARRIER WALLS ' £ /- L I O POBTMOUACR SISSRIOOE 'z % YOUR BIKE ACflOSS BRIOGP 11111 1 P3' \� '\ CONCRETE PIER CAP 1 nil - . ... '`�•�`• I BEAM ABOVE I MARX CONCRETE COLUMN bC A¢.6 ,•\ � '\N ) O COLOR CHANGING PROGRAMMABLE - LED LIT LETTERS WITH FUTURA FONT, I 1---'-- - - ` _$ ''• j TO MATCH COY OF MIAMI BEACH FONT / J l+ \\� FDD]R.O.W.LINE I CONCRETE PIER CAP ` i•� ! I BEAMABOVE I CONCRETE COWMN � '' 48.HIGH GUARDRAIL .......-v- I I I \, ' / LINE OF WALKWAY ABOVE \• ` i ,' '• '' •,\` CONCRETECOLUMNS TYP. 1 \ �50 / . Y REVD it I I r. I UNE OF SEAWALL - • ��1A\ "• \ t o—ry.. J / _F. \ I ..\ • STAIR PI \\ tl / _ il \ ,`` OPENTO SUES,WAH , (0,:.:::.1,,,,..--,-,:--;. �•-- ROOF OVERHANG •• = E1/!V \ , f GLASS VESTIBULE I -.:\ , `c -tiOC9aYj \ ELEVATOR TO HAVE GLASS AT rt_ ALUMINUM ONS WITH POWDER \, ta I __;' \ , V\"-,.'. 2SNES _ COATED MARINE GRADE PAINT '-_y. \ STAIN '\\\ U \ SYSTEM BEYOND,MEET AMA 2605 STANDARD AT FLYOVER RAMP -=a, STAIR#2 INTERN :: - I OPEN TOUT uww G F I \ ABOVE �.`. ,. _ 1.1\ ` •\ •• • ELEM.CTRL _ . \ ROOM a `G=,,,. _ I //. • \.........20 \ '/ SRiFFTn W. j, 4'L'NGVO NUE A We I / -.'`--- W a F EVF • 1 ( rAegvE • \ //i/j.. II/ FOOT R.O.W.LINE ° f (E BUILDING /i� // \ W.14‘ ELEVATED WALKWAY \ _ I� // m ABOVEAl .0.;. .. .44 ‘ - C \ \ iir.,------0 ..... 1 $ 4, k \ '--1110 , ......:•:•:•:- E ��i 1 LIMIT OF BRIDGE _�' ..*.*.......1.......'.":"......."...*:':::'...... .. • .. .... SCOPE OF WORK p // / 1I 7 . •:.:*.•......•,.............."....•••• I • %// / I CONCRETE COUIMN,TYP �..•'•'•''.:.:.'.'.::': //Ix / ••••••••• AROU/TECTONICA BNGINEBRlNG,1NC. FINAL DRB SUBMITTAL T YWALK 305.3ak 3721572YeF 305.372.117533 PEDESTRIANTH B CONNECTOR BRIDGE-LEVEL 1 SIGNAGE PLAN eN DATE: A5-21 CONNECTOR No copies,transmissions,reproductions,or electronic manipulation of any portion of these drawings in whole or In part ere to be made without the express written permission of BRIDGE 04/08/2019 Arquitectonica International.All designs indicated in these drawings are property of Arquitectonica International.All copyrights reserved(c)2019.The data Included in this study Is conceptual in nature and will continue to be modified throughout the course of the projects developmentwit_h the eventual integration of sWCWral,MEP and life safety M IAM I B EACH,FL 33139 systems.As these are further refined.the numbers will be adjusted accordingly. Sola As Indicated Page 907 of 1102 kk GENERAL NOTE: j 1 ALL CONCRETE COLUMNS AND OTHER SURFACES 10'AND BELOW WILL RECEIVE Ik. J GRAFFITI GUARD PAINT FINISH j ; • 6 \Y``j11 !4 COLON AND PER BEAM BELOW I.N511"6I \11\1\�.T�. I II \\\`z) 30.00' t 1 \_�3,0,0,0' , 0` a MANSION JOINT 1 49 II I `r`rLILF,A FDOTROW LINE t E r,; i r • BELOWCOLUMAND RES BEAM \\\FV`\1\\ LEVEL 2BREGF -\\```,``,\ WALKWAYS AT RAMPCTYP.ETE I '{ \.� AREA 7,295 SF �(\\` • AUMINUM FINS WITH POWDER II ip - I II- COATED MARINE GRADE PAINT 2 \ - ,,,ii• `` � ii SYSTEM,D.ET TW.8114i,SPACED f K. STANDARD.TW.8114°,SPACED AT \ �j GLASS. II I' �0� LINE OF SEAWALL / — BRIDGE ONLY 4B"AFOOT \ BELOW `\.// 30.00' II BRIDGE ONLY 1^�' W�-' � �� TEMPORARY BARRER WALE 500 -n 'iS•g Iii PLTON IS UNDER CONSTRUCTION ; LOOKOUT '' \ BICYCLE CHANNELS ATSIDES OF STAIRS j' � 20-0' 1 / Iy � •• STAIR INIERM COWMNS BELOW, \ IOBY�' \ l/,. ',II I \ LANDING i I 603F' AAA GLASS VESTIBULE II \ eL . STAIR / AT STAIR NS GUAl10' \ �.0.111\ ., 1 III® II COLUMNS BELOWTYP. i$ t .13'-STAR 1. 2 �II"I ELEVATOR TO HAVE GLASS AT I �� LANDING A531 'iL 111 3 SIDES \ % \ it 4. LINE OF ROOF ABOVE ® `\ BICYCLE CHANNELS AT SEES j ' ij �� OF STAIRS I STAm IMERM. \ STAW AI LANDING ABO= ''--_� OPEN TO SIDES,WITH I ELEVA OR ENCLOSURE I � RHANG FROM II CIO' 1 \ \ ® �� ,Doc, I 1 I _.. J. - . 'll n WE58EL�W UE \ is W if 11 (E)BUILDING % IFDOT R.O.W.LINE r 1 W : i I I 1 MR OF BRIDGE / ' 1 I I II SCOPE OF WORK 11 _ h 'p I I `r Ry (j II COLMAN AND BELOW,TRP.PER CAP BEAM / �•_____- 2fiA0 T I CONNECTION TO 500 / 11 I II ACTON ELEVATED WAEMJAY � PROPERTY UNE II ARQUITECTON/CA h'1 J • FINAL DRB SUBMITTAL 2900 Oak Avenue,Miami,FL 33133 INE !v�• 5TH STREET BAYWALK T 305.372.1812 F305.372.1175 PEDESTRIAN CONNECTOR BRIDGE-LEVEL 2 PLAN �" DATE: A5-22 Nocopies,transmissions,reproductions,or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express written permission of BRIDGE 04/08/2019 Aquitectonica International.AMI designs Indicated in mese drawings are property of Argwiectonica International.AU copyrights reserved(c)2019.The data included In tNs study Is conceptual in nature end will continue to be modified throughout the course of the projects development oAth the eventual Integration of structural,MEP and life safety MIAMI BEACH,FL 33139 systems.As these are fuller refined,the numbers ma be adjusted accordingly. Scale:3/32..1'-0° Page 908 of 1102 • I0SIGNAGE LEGEND 1 € I II g I 'O YOUR BNE ACROSS BRKOK I '. 1MAIN . �O 1N)Bs5` I COLUMN AND PER BEAM BELOW I 11 TIM I OVs8° 0),33)P-- 3D.oT A '1:. I ®COLOR CHANGING PIiOGRRMMPBLE -t LEDU LETTERSWR RNPA FOM, •-k-PA' m • IXPANSION JOINT I TO MATCH CITY OF MIAMI BEACH FONT I 11,1``--_ 4 �- _ { 1' .-,,0))'- 1z�i�`� ;.1.111111/I// q1\\",A`--- c,"`\\ FOOT R.O.W.LINE ( 4` y B WN AND PIER BEAM• A)43''- \43'' ;\.\\yIC GREY BROOM ELVISH CONCRETE I' - ,03-% LEVEL BRIDGE �,C\ �\ WAII(WAYB AT PAMP,IYP. MEN 27,295 BRAG �1` ALUMNUM FINS WGH POWDER `. ;;>; 4' COATED MARINE GRADE PLANT \(\` \ I SYSTEM,MEET AMA 2605 O 1 \ STANDAMO,T N.B'k20•,SPACED AT �� 10.0.C. 27_50, ON`\ I • • GLASS PAVING 48•AFF AT Vol• LINE OF SEAWALL 3000 t „' \ BRIDGE ONLY J,�n !` BELOW • ,11 /, � TEMPORARY BARRIER WHILE 500 �� ALTON IS UNDER CONSTRUCTION / ' �/ \ BICYCLE CHANNELS AT SIDES PONT;= II OF STAIRS /ia. I I111„,„..._• . 20-2•//LLD-;\' C/ ' ` STNR INTERN. COLUMNS BELOW,IY' LOBBY rr • I II �� LANDING 1 1605F" GLASS VESTIBULE II '!� • / ALUMINUM FINS GUAR" \ � .\ li 11 I STAN t2 AT STAIR ��` FFFIII +/�; OP.. SKY / COLUMNS BELOW.PIP. ••STAIR INTERN 'ELFVATOP TO HAVE GLASSAT I I - �� LANONG -� 3510E5 � :. LNE OF ROOF ABOVEii • 2--. '� �% OFF ST• BICYCLE AIflSHANNELS AT SIDES y� j. ii II1 \� \ •STAIR INTERN \t_� STAIR NI 1 LANDING ABM/ ''---�l OPEN TO SIDES,WITH II ROOF OVERHANG FROM II � 30.OPA ELEVATOR ENCLOSURE \ "...:.,:..'` .n I� • NEB st ELAN L)E r L ii 11 W I. (E)BUILDING C FOOT R.O.W.LINE _ • 11 V `I m I Nm " // 1 w II i ��6rr � - ---'< / .. I II -:: T• 11 I II OMIT OF BRIDGE �/ 1 SCOPE OF WORK -� I it Ii II i, ": --_ _�� I I.' I I .d, COWMN AND PER CAP BFpM Ivl• BELOW,TYP. .. / -- 26.OD' I til CONNECTION-TOLE500 _� I I II ALTON ELEVATED WALKWAY (/ V , PROPERTY UNE I' AROUITECIQNICA EHGINEEflING,I FINAL DRB SUBMITTAL 2900 Oek Avenue,Miami,FL 33133 5TH STREET BAYWALK T 305.372.1812 F305.372.1175 PEDESTRIAN CONNECTOR BRIDGE-LEVEL 2 SIGNAGE PLAN e" DATE: A5-23 No copies,transmissions,reproductions,or electronic manipulation of any portion of these drawings in whole or in part are to be madevdtlout the express written permission of BRIDGE 04/08/2019 Arquitectonica International.All designs Indicated In these drawings are property of Anquitectonica international.All copydghts reserved(0)2019.The data included In this . study is conceptual In nature and will continue to be modified throughout the course of the projects development with the eventual integration of structural.MEP and Ida safety MIAM I BEACH,FL 33139 systems.As these are further refined,the numbers will be adjusted accordingly. Scale As Indicated Page 909 of 1102 • n' HI 1 I I o� II (1I:. 'a �i '{S 1 L, . 1 y .;w . s,..1,, "f00f ILO.W.LIME 4 1. ,�'f/ ''�. , ran 1.,,,,.,- ' /.i r'\ �/ t a --- • ="4:7"'" 14 III• ✓ ; i / x y - 4 id'! 41 i y 5 �� 1 '17 u I it 1 '.4 3 (. 1. • "'. av; / tri,. / ` ''..,.. �... (1)BVIWhG `1 FL7Ld0.17..LIR ,It 't r d I _ I: I } r.',.:-.\\ k7t s G ii ( " f\� t��` 2— ,1 ., y/y\ \,.\,,,,,, ,� i ' r 4a.r' I /�°c F r a "��\ k. ; r� \ ,``-.<-,','\',,, V 16 .er+ t' 1 'i i L% �t' A' I t ,( I.Li AROU/TECT7N/CA .T.Y.TINC. FINAL DRB SUBMITTAL 5T YWALK 305.3721812Oak UeF 305.372.1178 3 PEDESTRIANTH STREET B CONNECTOR BRIDGE—LEVEL 2 RENDERED PLAN �N DATE: A5-24 CONNECTOR No copies,transmissions.reproductions,or electronic manipulation of any portion of these drawings in whole or in part are to be made without the express wntlen permission of BRIDGE 04/08/2019 Arquitectonica Inlema5onal.All designs indicated In these drawings are property of Atquitedonica International.All oopydghts ravened(e)2019.The data Included In Ibis study is conceptual in nature and v411 continue to be modelled throughout the course of the projects development with the eventual integration of structural.MEP and life safety MIAMI B EACH,FL 33139 systems.As these are further refined,the numbers will be adjusted accordingly. Scale: Page 910 of 1102 GENERAL NOTE: i ALL CONCRETE COLUMNS AND OTHER 1 A t \, SURFACES 10'AND BELOW WILL RECEIVE I 3: 1`1=1=#l,7 ,� \---1 GRAFFITI GUARD PAINT FINISH 1 3:::;:• %� I 3 1111° 3 ry3'' , I 3 33 I. 333333 3 II 333 4333 I..IfI 1 \\ 633ti3 •' 361 1, \ • • I. • 336633,32- `NN"'pYB4gY+ 6 ......;;;;;.'7•“- J''000 \\ FDOTR.O.W.LINE -'333 • �a''•`3s I I. �� 63•• \ 1` < 334 �;:' - 4 ,32111 • , 6333 \ 41) ';11111111 .24•'414c \ 2 ,v: \ Y •Bi \ o •2 �� \ ) \ .0 _: ; i szzi 11-1 ___...........00,1 \ ♦ 4° Iv\ �. • � \ 402 ,I.T �` \ 1 `•\\STAIR M2 BELOW N0Or AT ELEVATOR AND �� \ STAIR AND ENCLOSURE 0 ♦ 1 \ I _ \ I . e •M DOT R.O.W.LINE I \ 1 ) (E)BUILDING 1 `\ 17,\ w AROU!TECTON/CA LAKE FINAL DRB SUBMITTAL YWALK 20000akAvenue,Miami,FL33133 5TH STREET B CONNECTOR BRIDGE-ROOF LEVEL PLAN e" DATE: A5-25 1305.372.1012 F205.372.1175 PEDESTRIAN CONNECTOR No copies.transmissions,reproductions,or electronic manipulation of any poison of these drawings In whole or In part are to be made without the express written permission of BRIDGE 04/08/2019 Arqultectonlca International.All designs Indicated In Nese drawings are property of Arquitectonica International.All copyrights reserved(c)2019.The data Included In this study Is conceptual In nature and will continue to be modified throughout the course of the projects developmentvrith the eventual Integration of structural.MEP end life safety MIAMI B EACH,FL 33139 systems.As these are further refined,the numbers will be adjusted accordingly. Scab:1/0-1'-0° Page 911 of 1102 I 9 ' '1 '''' I ,`1``,,15`''` y,xo i 155''55555`,` / X11 I '• ` RECESSED t1NEAA LIGHTING AT UNDERSIDE ik / OFWALKWAY,SM COATED FINS @RATH POWDER , EPAINT COATED MMINE GRADE PAINT � SYSTEM,MEET AMA 2805 SEAM/MD.TP.8x04•,SPACED AT 18.O.C. • J ( t„ ''‘,,, ,,,,,,:5--- \ • ELEV. U357 - .4\ 111 ', EEEy.CTRL .�,� = ROOM , \ \ MEM 4 ROOM / o / \\..,- I' e \ 0/' / i • f I ARQU/TE4/VN/CAf'OAS FINAL DRB SUBMITTAL 2900 Oak Avenue,Miami,FL 33133 5TH STREET BAYWALK T 305.372.1812 F305.372.1175 PEDESTRIAN CONNECTOR BRIDGE-LEVEL 1 RCP EBN DATE: A5-26 No copies,transmissions,reproductions,or electronic manipulation of any portion of these drawings In whole or In part are to be made without the express written permission of BRIDGE 04/08/2019 Arquiteclanlca International.All designs indicated in these drawings am progeny of Arquitectonica International.AN copyrights reserved(c)2019.The data Included In thls study Is conceptual in nature and will continue to be modified throughout the course of the projects development with the eventual integration of structural,MEP and lite safety MIAMI BEACH,FL 33139 systems.As these ere further refined,the numbers will be adjusted accordingly. Scaly.3,932•=1.0 Page 912of1102 ALUMINUM ABS WITH POWDER COATED MARNE GRADE PAINT SYSTEM,MEET AMA 2605 STANDARD,TYP. NON GLASS ENCLOSURE I d ATELEVATOR VEBOBUIE \ . t -- ..%E,111 ,IJ i y1-yJ C U U C1y),I° 1''illil u. M. ,,T �� f1 iIII �� I9f I ( 1 II'lo I �'I „•I^ I ,a...; ti' '. "f°a 11,-_ l J - - - - 11111 7 b T�� ti °� a�3 - - 11 f yy /L • l .t•IT 'TL•° —-- - ..< — ilj r J _� c I ?,<__BRIDGE LEVEL 2,.$ �,�I JIB r �=_ sa-P J1111frlf ,�Tr r. ��,.,r. TA ms .� _ I J s r s rr.-� 1..'minion,. li lWlli WUi Iii5 , 6 ALUMINUM RNS - GUARDRAIL AT STMT#2 WITH POWDER COATED MACAflTHUR CAUSEWAY EAST BOUND RY OVER RAMP • MARINE GRADE PAINT - SYSTEM,MEET AMA MA / p-l'\` - _____ • CONCRETE COLUMN BEYOND / L STANDARD,TYR. - BRIDGE LEVELI.J1 CONCRETE PER CAP BEAM / 6'-P CONCRETE COLUMNS AND OTHER SURFACES 11Y AND BELOW WILL RECEDE GRAFFITI GUARD PANT FINISH EAST ELEVATION O SCALE ME=1'-a' rE 3 3, I I I I I I 500 ALTON BEYOND ! ALUMINUM FINS WIP1 POWDER COATED MARINE GRADE PAINT I EXISTING BUILDING I SYMBOL MEET AMA 2605 I • STANDARD,IIP. I COLOR CHANGING PROGRAMMABLE LEO I i LR LETTERS WITH FMDRA FONT,TO MATCH VESTIBULE BEYOND ENCLOSURE AT ELEVATOR CRY CF MWAI BEACH FOM BOA GLASS i 1 ; j 1111 j I BRIDGE L766_114 7 .fi{AA tx S uii 1, u _—_ ell ILII 1p r, ,1 , i L - 1 CONCRETE PIER CAP BEAM I 1 � m NOV GLASS ENCLOSURE AT ELEVATOR STAIR 442 BEYONO�• METALPMIR SYSTEM AT _� i VESTIBULE UNDERSIDE ANO SIDES OFE. CONCRETE COLUMN WALKWAY 11 CONCRETE PIER CAP BEAM r CONCRETE COLUMNS b 3 ^°,1 I"• BEYOND • MACARTHUR CAUSEWAY EAST BOUND FLY OVER RAMP a 5-2 35-0° 1T-3518° 24'-6° ,,_.,5*.2' a • m CONCRETE COLUMN AND OTHER }}I }y SURFACES 1a AND BROW WILL THREE l3)LANES �T _ ONE 11)WJE TWD(2)LANES IDEWPIJ( I I RECEIVE GRAFFITI GUARD PAINT DEW ' {I-II n 1 R f J 1 Till 1i rl I FINISH BRVGELEVEI1 fjii r STAIR Al 5-� WEST ELEVATION O SCALE 1/B°=1'-P 1 ARQU/1EClQN/CA LAKES FINAL DRB SUBMITTAL 29000ak Avenue,Miami,FL 33133 5TH STREET BAYWALK BRIDGE-WEST AND EAST 7305.372.1812 F305.3T2.1175PEDESTRIAN CONNECTOR ELEVATIONS DATE: A5-30 No copies,transmissions,reproductions,or electronic manipulation of any portion of these drawings in whole or In pmt ere to la made without the express written permission of BRIDGE 04/08/2019 Arquitectanica International.All designs indicated In these drawings are property of Arduitectonlea International.All copyrights reserved(c)2019.The data included in this study is eooceptuA in nature and will tonne to be modMed throughout the course of the projects development with the eventual Integration of structural,MEP and Bfe safety MIAMI BEACH,FL 33139 0 2 4 8 16 320 systems.As these are further refined,the numbers will be adjusted accordingly. Scale.1/B°=1'-0° I--LI-1__ Page 913 of 1102 ALUMWUM FINS WAR POWDER , _J NOA GLASS ENCLOSURE AT ELEVATOR COATED MEEARITE AM GRADE EA2EO PAINT - / VESTIBULE BEYOND COATED, S STANDARD.TTP. _pe^ r. iII I � _b 1 I i... ... nt I ] � • BROOM N. fry.,I F CONCRETE PER CAP BEAM l - CONCRETECOLUMNANDDINER T - U J SURFACES ID AND BELOW WLL }{1 I I - _, RECEIVE GRAFFITI GUARD PAINT Ill`{lu - CONCRETE • FINISH 1 t' COLUMNS STAIR NI 'i�I ERODE LEVEs'-L 01 NOA GLASS ENCLOSURE AT ELEVATOR VESTIBULE SOUTH ELEVATION OF STAIR AND ELEVATOR SCALE 1/S°=1'-0' 2 ALUMINUM FINS WITH POWDER C COATED MARINE GRADE PAINT ' SYSTEM,MEET AM/126(15 STANDARD,TYP-, NOA GLASS ENCLOSURE _Ir AT ELEVATOR VESTIBULE m -Ft - i _ }�+-T _B (EBUILDING I RIDGE LaELmz 1.]i,tr� b il .I_ 1 BROGE IEVELI CONCRETE COLUMNS AND NOA GLASS ENCLOSURE / CONCRETE PIER CAP BEAM OTHER SURFACES 1g AND AT ELEVATOR VESTIBULE BELOW WILL RECEIVE GRAFFRI STAIR CH BEYOND CONCRETE COLUMNS AND GUARD PAINT FINISH OTHER SURFACES 10 AND BELOW SELL RECEIVE GRAFFRI GUARD PAINT RAISIN NORTH ELEVATION OF STAIR AND ELEVATOR SCALE:1/81=1,01 1 ARQU/TEC1ON/CA11'Ofl FM S FINAL DRB SUBMITTAL 1EET BAYVVALK 0007NAv12ue,M305.3 FL 33133 PEDESTRIAN AN CONNECTOR A5-31 230 Oak Avenue, F3iami,FL 335 BRIDGE-ELEVATIONS DATE: No copies,transmissions,reproductions,or electronic manipulation of any portion of these drawings in whole or In part areto be made without the express written permission of BRIDGE 04/08/2019 Arqu/tectonica International.All designs indicated in these drawings are property of Arquitectonica International.All copyrights reserved(5)2010.The data Alluded in Ws study Is conceptual In nature and will continue to be modified throughout Ole aa.rse of Oe projects development with the eventual integration of sVucturel.MEP and life safety MIAMI I B EACH,FL 33139 0 2 A 8 16 32 R systems.As Nese are further refined,the numbers will be adjusted accordingly. Scala:1/B•=1'-0' r--L...r--L__I I Page 914 of 1102 I 111111111111x1 ALUMLNUM FINS GUARDRAIL WITH POWDER AWMINIIM FENS WITH POWDER COATED MARINE GRADE PAINT COATED MARINE GRADE PAINT 500 ALTON PROJECT SYSTEM,MEET AMA 2605 SYSTEM,MEET AMA 2605 STANDARD,TIP. '1 STAN0000,TYP. yFf t{.P �% _ ; IT71 ;„),.. ,yefe +p. ELEVATED waLxwAY - III IIIII III I 11 III III'-I IIIII I I IIIII1111 IIIIIIIII I IIIII 1111111�I .1111111 r , ,, •,,, 4- jf' • CONNECTION TO 500 ALTON �,..-.--,ter �,•.�' ill III 1111111 �,r � 1 Iii fliI�.._. I mJi[ H I ,L l —CONCRETE PIER CAP BEAM {I'� ' L I --'t o itI e b - CONCRETE COLUMNS AND II J�LL OTHER SURFACES 10 AND _ BELOW WILL RECEIVE MFImannRmann_ GUARD N MSH WEST AVENUE — . BRIDGE LEVEL 1 5'-S. STAIR#2 CONCRETE HER CAP BEAM CONCRETE COLUMNS,TYP. ' NORTH ELEVATION OF BRIDGE SCALE 1/6'=1'-Er 11111I ALUMINUM FINS WIDI POWDER ALUMINIUM PNS GUARDRAIL WITH POWDER COATED MARINE GRADE PAINT COATED MARINE GRADE PAINT SYSTEM,MEET AMA 2605 . SYSTEM,MEET AMA 2605 STANDARD,TYP. Y` STANDARD,TIP. 500 ALTON PROJECT EDO ALTON ATED II MI v I• WALKWAY CONNECTION BRRDB IEVEL2 ��I 1111111TH IIIIIIII'llII111111 UMLII'I l I II 1' Ill�111111ll l 1.1 IIII 1 111111 11 1'li ' IIull�llll=il l II . ' �":2 W,� • TIIIpEpI 1y IIIIIIIIIIIIIIIIIII III IIIIIIIII 1111III III 111 1111. 111111 CONCRETE PIER CAP BEAM • I�iu h • I i Iu .�• _ • CONCRETE COLUMNS AND '— 111494"' 1l IIIL OTHER SURFACES 10 AND -1-'-, BELOW WILL RECEIVE GRAFFITI a 1■ L" 1 1illl I IIII GUARD PRIM FINISH '�- I III IIII. f "II 111'111 40 BAY IIII I��I IIII WEST AVENUE BRIDGE IEVELI 5._0 STAR#2 • CONCRETE PIER CAP BEAM SOUTH ELEVATION OF BRIDGE SCALE 1/P=1'-01 ARQI//TECTON/CA �N .NEEKES FINAL DRB SUBMITTAL 2000 Oak Avenua,Muml,FL 33133 eNG�NE N6,1 5TH STREET BAYWALK T5O5.3]2.1e12 F305.3Y2.11T5 PEDESTRIAN CONNECTOR BRIDGE-ELEVATIONS e" DATE: A5-32 No copies,transmissions.reproductions.or electronic manipulation of any porton of these drawings in whole or In part are to be made without the express written permission of BRIDGE 04/08/2019 Arquitectonica International.All designs Indicated in Nese drawings are property of Arquitectenico International.All copyrights reserved(c)2019.The data included in this study is conceptual in nature and vi11 continue to be modified throughout the course of the projects development with the eventual integration of simEtVTOI,MEP and life safety MIAMI BEACH,FL 33139 0 2 4 8 1 systems.As these are further refined,the numbers will be adjusted accordingly. Scale:Ire'=1'-A I 32 fl Page 915 of 1102 I:ASaa ,..r. ^ M:11RIMIER - [NIN RW2 N11k ER + S1[ri0:%lU.E crux Non SY9[GI WHIM= r' ETASCW[L TIP. 195 H:FEEM�,23.33 r I I n � fFp�i I : •t yie1 I I l 1 � 11 'k 1 � I t. I1 •1I I I M � '1 1I 'I i V ' 1t ik5e 14 ,A ; p '�: I I I { i ..ii- - 0. � '� *` #1F ,1 ' :Ii- bt�� s ��RI �,�3 . I M1a�' +' iBh1 �tI . p *, Enf1m _Ng je E�C� i . I � I { 11 4. • i.' I 4 . . 1 ,, _ . I. _ I .,_ ! L.. . .,�,, r row ul p p I. ` n F F 4 ly j1 1 Al e IA, ~,40 W I , ' i 41 _ -rgy,, , f _ .. G!ux�s . ,t E ri .- •[iA AITIIM3 I:v a Vw r {, r"tP}yp n Al&µRF1C:W:.LSY,V E1a'T.UIIID RY I/C-fiiR „,� �L ' PM.9 E4" YfM , I ,-'1""" , r , 1 E1[h ETA C N .IiF51 6fi1�T I I • �, , _ � ' � ' Y "TANa'RDIY? P i 7 d >ri i I Jz L I > . i. a-,:fW.IFiik PYO CAf2tlkl CAJC FETEfIISMpE[5YH9 . : J ALCM 144.11 nisYEN i1 till _ .._.. ..._._....___.- - - �_--110.t4Uw EH:ERSIHE AT ELEVATOR Cfl*21J Vi RE UNE WOE �.- lEICHIL135MR13 221114.NICO AIA i60.6 ,' u'TAXYdLL IIP. I _ 1 q __ 9H WE E1U f IL i lIj 1 I f 14.IP I .1•• , as. '{I Iiia I� '1 ,II I ', 91 4 :ulI- '�i �u��,it1� -i .,�.q9�,„:: ; �1�;.I 7 7i r ^ M , ,4 .1',F., :-.. ' 4' CSffFiEFiEFl G1E 'q ( • ` « ” C ETE MUM All 7lt E 1 -' ..{{//��,, B.RS-.EB2101r 03 Il ,I fes,. ;,1„ _ - J t 41-1: �" . � k p1111. 4n fl1A GIKE V,114ki 1` 'g ,' I VI '' r 4{ 1 .''.'J. J� SU4:ILR 8191 -.._..,_ .-_. COW.ItI , � 1 YI ,•4.1 r '':. ..�,. 1 .. ....,anxeltva v-!ft4 priTaira I l4.1CJELE ATIO Crfi Mil CRP ELEVATOR Cap' '. � 1ti i I '1 I I[U.IHa MSIMt ritN M4J!ONIIR p)Af}y,41VIHE 4141R7T,IYf '_. _. .._.. .-._-__-_.-� SYi1Ta11EET*MUG _ w 4CCk9W —. 0,TVP ----"1 I I I 1 - aasnaac L&e _I r,ti1tlfWiwvE:wxt I, I I E. 1il I :=1 '+, r i 1111(1 r1 B , •I[ . ' ' . 1 ii ' ''1. gIewMEtEtal`i... .. = ii 1 1 1�4.y ., H e , ; k .., N� r I j� '— Al --t. -_ - eWUEIF.fii't. k.11 �r .�. " s C �_T.sI I�r 0 ..s. tr,F:u v:9 CSIEDELEVA,1411u:13W u E EVATOR 0 AOf11 TEC�"L?dWI /'i ]_ i j'[, $ ANAL DRB SUBMITTAL s?m os.n.e-rx.LWN,Fl 71133 EAI INEER[NGr C. ' 5TH STREET BAYVJALK T°.da92.1ai1 Fxcarzmr PEDESTRIAN CONNECTOR BRIDGE-RENDERED ELEVATIONS DATE: A5-34 Ne®11.+•hri,I o5 od15.o.c.dl.s111.rmtni'+Ml:.n sal 141.r Petit orF.11 am/T,T In W-ail tt in pal un ea tamwCn%AMn the 4Gxu cntll Wrsiml4," BRIDGE 04108!2019 Irq.I P 911511tYnseUa,N.PA d rion b4s5i+i In Oran rrm9-Osae rmPnip9t ArlJo1mko 191]9 JMoL.PJ rrv'rr y,b reeonwd 012019.TM 0..!e 1-4dN In 00, thm Koen mbar]In awry Sid NtI mrl1u°Inbo madned Uacu:Hnul Ulornus,al Ur I.-Sled,dre1,4nM45911 H°ert.1.,VloUt.1.,',9111x51"'EP 09711,mttr MIAMI BEACH,FL 33139 ryslenn.nares°em rimer retried.to nunnetsrOT to o3t•Ied aro:0mb. 1.9. Page 917 of 1102 1 tDII IIIIII1l `— a'i=aMpf "mll ;. �.--'411RuacPt? wiR,-..mo,.., /f 63(1WTNASE ^ ( 1B.I>ffTAYA25 ,1.It .hR Jy , 1 tf 1 1 ;I` IIit iIN+ 1 I 1h '+F Il'i rlraa� .Y_.,, 1 L t I. d C t I giumge v, 1III1111111111111111111111 Ill 1111 11111 11111 Milli 1111111111 I II ' _ 1-1.341,1r`� 'ii 'T °�' I t ii 1 M. LI to-'. II I i 1 , ': I I III`] LI 1 1 1 (t r _ 1 ! II tl1 �, r � �' I 1I _.. , t� ,l 131 a 1 II ' I I t ' 1I I•. jfi� n. L` FINdT fi�i� ' i .: s air J E s :'� mwc �lcwana i' } al `� d 1 ` J iiit 'ey' A =,:'a y' `, EatMETEVILI .W Ma t td , alFipE1�6CE6M1Ia , ` 11 I' 'I I I �' 61HI�NANI HE4l11n NESTJtnaE ' .3YYfi. , .r.. _ :. �'+.•=ameSr.,.. - m,..wr .T....w•n.mfswnl..L�. MS S ELEVATIONof BRIDGE k. IIIV] III 41.LI'a1(T(W Nan manaE Aldar2W21212 C.1::Tpkl ma,Paw. + OY,1IDNA212GRIE(VA 22A1604,71114 apa9E Mir MIEN,WO 34112225 85192,1EI((A2111 : ST:2W1C.T1P.-.�°-..�•.-••� STTh ITh;TW. !IOW�MM7JYt 5 u i raou. HEATED I 7 o `ta w.s.%.VIc aIF:T 1l I i ` I�, I a'1' , I 'IJ flI'Illl�II� I'Ipll1t d�a:E9TIl a It+i r ''I I�'1. I {', ��II I 11'x`11 i S.•!II Ii 11 lr t' I i" f1 t' nr 4 I t i1t t 1 r II s I I r 3 'Iii�� .a,. � I. rili II 1 F I II'1t IllHf It .tlllf il, ' 1lililllll I Il+. I I II Il Itl I ( I, I . I �l I 1 I ild,'. I ':'111 I fi111 „ i. 11 ItL 1.I,VI 1 11allillll ,ll ,a 11,, 'I�Ili a ,-,,,,-,r,,,,,,I tl 1 li li �'i lid�' 1 ' - 11 I . , I .'.'• ll �„ '� _l' � � t ! I II n I ,.r , --r. C0.41fPfli GYdwd----- `. r. 7'r fi *T,.' \� '' R,'c1R I I ..1'Ia .1J- Il 1 , C y. ,.... . ;r F ,, 'I .T • Ca'S41E46'AV13 a M3 ''' - ryF ; f _ W 3 y G1n19�1n/,114M3 '.' - I , ,I ..1 y,. . As^ " I1,Chill r L IL I t7 aF10NW11aK4/EaIGAaI F j�1j iI EL.g3S11n FPd3N---.— { ti t 'S.II' 1 yl flaY MeV WPM .. _tom KM ELEVATIONO BRIDGE d 011llT TOICA LAK S FINAL DRB SUBMITTAL EFI INURING, C 5TH STREET BAYWALK 2943 O M/a.m..Ymn,FL!3133 I �; rMS272.1812 F8'dan1172 PEDESTRIAN CONNECTOR BRIDGE—RENDERED ELEVATIONS �'�l%a DATE. A5-35 1btc11®,,.....aivn,nputickm,nrt¢'muc rcu¢Ntnlun olnrrypalm d man tllwmlp In wants G F annum ca Son mrkw mlM aro acct.aaul manila al 0 ' BRIDGE 04108/2019 Muladarica 44,1nalknS.M.are+gra hdamd In ItraLlaM-gl amtrwadl'sA Malleraarlm lrSNmF*11 I,id'avinthr.It..'.d(0201P.The dale hdld(.Nle davyn...repl.almmazy end vmmr+nlelucamwnaaa.c,gnanam..r.amw-p,dsclembprnanrrnIle!WWI Vlaamlmcrcln10.4VEraraMcar_n MIAMI BEACH,FL 33139 a 2 i a Ia 22a xysma.Au tela are nrn«remee,to numm�al.Le alarm'armmreb. saes ._.... Page 918 of 1102 WALKWAY TO 500 ALTON PROJECT II 11111iiiili II iiM BRIDGE�o2.. ihfrigllillp111111111111111tIII 11111111 I III _ 3tl 0° ILIIPflip L • 111111111111111111111111III111III1III11111I11111111111IIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIII ilill�l�l�l1 .III` MW.,. IIfIIIIII�IIIIIIIIIIIIIIIII I CONCRETE EYNO COLUMNS ; IIL,�i ��® o , _ I1111�11,�11I111�JI�IIIIIIIIIIIIIIplllllll 111111�11i1!111111!p111111111111IIlIl�IIlI1�J1111��1 MEBB iil�, .NULL II UI IIIIIII1t1IE1111i1J1111hiII1f1 0�� RBBm ��_..�I� II111� 11i111iIIIIIIIIIIII 1 I �LIII�1i1�I111 I�11I11IIII1'If1. i1111 YIILnBB hll�irl;Il�llllll111111�1111,., II1111'1 i.� lIE BRIDGE IEYELI �1 11I m/1 .yil'1II11111 BRIDGELEYELI 5'-0 i� 5'.0' STAIR#2 SECTION #1 SECTION SCALE 118°=1'-0°O SCALE 1/3"=1,0° 1 ARQU/TEG'TOA0/CA ]MINA NC. FINAL DRB SUBMITTAL 5TH 2900 t37 Avenue,Miami,FL 3 ENGINE EdING,I PEDESTRIAN CEET ONNECTOR A5-40 1305.372.1812 .Miami,FL335 STAIR SECTIONS DATE: No copies,transmissions,reproductions,or electronic manipulation Many portion o/Nese drawings In whole or in part are to be made without the express written permission of BRIDGE 04/08/2019 Argvilectonico International.All designs indicated in these drawings are property of Arquitectonica International.All copyrights reserved(c)2019.The data included in this study is conceptual in nature and will continue to be modified throughout the course of the projects development with the eventual Integration o1 stmcNrdl,MEP and life safety. MIAMI BEACH,FL 33139 systems.As these are Nrthm refined,the numbers will be adjusted accordingly. Page 919 of 1102 ALUMIMJM FINS WITH POWDER COATED MARINE GRADE PAINT SYSTEMB°W%12°D,MEET AMA 2605 STANDARD MESH 2'DIAMETER , MESH INFlLL Nk ALUMINUM ANS GUARDRARBEYONO WITH POWDER COATED MARBLE GRADE PAINT SYSTEM,MEET AMA 2605 STANDARD 0 N '-2)l GLASS RNLW48°GS AFF AIME BRIDGE PORTION ONLY _ .. - CONCREIECURB �, b 1T-4° -I i _ s_l _,__ BRIDGE LEVEL2•� r 1 '- 1 3p.-D. BEAMS PER STRUCTURAL - ' METAL PANEL SYSTEM AT - UNDERSIDEANDSIDESOFWALKWAY 7 (} 11 ( 1 ( 1 STEEL TUBES PER STRUCTURAL TYP. —jr/ 1 RECESSED LINEAR LIGHTING AT UNDERSIDE / OF Y CONCRETE PIER CAP BEAM BEYOND Z., CONCRETE COLUMN BEYOND F tr 3 BODGE LEVEL LL 5'-0°• FOUNDATION BEYOND 1 I I i KGYPIAN I ® . CROSS SECTION AT BRIDGEIT SCALE 1/41=1'b'O 1 1 r �i ARQU/TECTOIV/CA1P. FINAL DRB SUBMITTAL N N NEP.C. 5TH STREET BAYWALK 2900 Oak Avenue,Mlaml,FL 33133 T3O5.3T2.1B12 P305.372.1175 PEDESTRIAN CONNECTOR BRIDGE SECTION EB N DATE: A5-41 No copies.transmissions,reproductions,orelectrode manipulation of any portion of Nese drawings in whale or in part ere to be made without the express written permission of BRIDGE 04/08/2019 Arquitectonlca International.AA designs Indicated In these drawings are property of Arquiteclonica International.All copyrights reserved(5)2019.The Fara included in this study Is conceptual in nature end will continue to be modified throughout the course of the projects development with the eventual integration of structural,MEP and life safety MIAMI BEACH,FL 33139 systems.As Nese are further refined,the numbers will be adjusted accordingly. Page 920 of 1102 ' . Ii {;) .,..--- GENERAL NOTE: '1,i ')I 1' \ r.11 ,. _ __ , . ALL CONCRETE COLUMNS AND OTHER ti ' ; .--oco-ow. Lsk . -. Luna maw; \ SURFACES 10'AND BELOW WILL RECEIVE 1 1 ,. al tirlhETE DAMS&LLB—, i , ____ „. _ , GRAFFITI GUARD PAINT FINISH I 1'11g 0 '''''I,..1', .1. 11 - l - i I. 1. . r_______ , ---1 1 1 ) . . 48" a i - 1 11 I 11 „._-1-LiCtiLf•ErEr CCP Drilled z 1 - 1-1 I. ,- ' ullm-TE i'l .....‘ ...,.-1,-m Mier. Caissons , 1 Iii 'li 4 . .ii1 Pi • IP ---3 \ -: / -,----- •Locate underground utilities prior to foundation work. 1 1 4i .11 1 ii, • rIt • ..,, . rd i ii i 1 4 rr4 A t 1 i • . . N Construct new bridge foundations ---- W .,,,.'%, 7--FDDT R.O.W.LINE \ , .. (48"diameter drilled,caisons) . I;---..-- i ‘ ,, ., \ ----,.:::- • ,,1 i. - i•EI-1.1 UM/UM POME rj 'i., ......-''''''..- .2%,‘,Cfr(ciEll tOrkelk UP ,_.. -• , --;--:-_,,,,,, ' • Am ' N .,, ....-- - -----f----- ,I '.'‘ '), ..-.^".- . ,..........„.„,„.......„....,....„,„...„.-- • I. Al ti, ‘in . i• i. \ \II • I.\ 7..I'2.....--I' 1 I'• .-.•-'5,-.••". /„ ....••,:,,.. ...._ • --------A \ , ,,,,,/:;•<'..';'' '-',•-e. Il lri• ii \IN ,•// -iN 'I•III ' \\kle \ i• , Oil) 1 .. F, • E : . I . 1 .•, 1 i . i E f "I i 1 1 1 ' ., •• '':A. " ,.‘„ ,,,, ,„....., ,, • , ,, Lo, \-1.'-',7!. '',',\ - ,,,, / ‘,... .. \A, .. . \ .. ,.. 1 ., , ''..‘. . , 1 i \ ''''''''''*, ...-------_---- N ,'.,L-7,----ii.----Iiii .s1-; ------ --Y---- ...,,,------- ' \\ '''''''' •_,--- . \N .. .. \\ , ,,-::-,/•-.,-2.•-,,_J,,:--:..,.,;-.:..:,..;..•5",,/-,,,,,...,,.•,;', \ O . . . _ -FOTRLINE ,IT. ,.R..f...E._....-...g-,;i....1.1, ,-i-,i.. 1ri1,t•f.11..,,-,.',..-..-,.:,-.•-,.... I111i 1,)l (E)BUILDING \ \ , / ; -, t 1 = ..: .. ii...,,,,,,,1 i.„ -.L.....,- • i'-,-. .---< \ . 7.., - / ‘ . I 11 14.-1, - ....-- ,,..-f-:',-:•:':• 1 . \ V'TO.,,,i.",'ffirc:tirvii•rairk t. 1. .1\ .... 1 0 , t :'' ,..,..:map ute A y 1 1'''• 1 11•1'..>;.•-.77/.1A 11 _1:, _ - " • .......•••".... .---'-'47-'-'-::-.....t-•:•. :-_-V..":.':.: - . 1. •.•. ' . \', '''•':';1'>:•-1,•.-/::::<:',,..-••'?..ec .1 --'---7...•.••• • ' • • • , `."'Y-7-7-';-7.-2.•`;',,,,.... t ". '' 1 ..).•--'•<-:'-':• ••:••:::::.•:.:•..:::-:•:•111r•: ;.••'-' i ''. 0,-;-.-••/,--•,/,..-,i'l, • ' 11 \ 'ir,r•;•••:"."';...1';•,:".•y:/:?..' 1i LIWIF/fIDIN \ "'l ..•••"--;-;:„-•-7:-::•i•::::::::::::-:"•:-:-..•,.."•— ..,t) L Ii. 1 Ili•/•;•/;II,I.•<:<-4IJ 1 \ Iitj2),'.:,'I,..'•::.'•: :::::::.,:: I ' IJ .74-- .. - '..H.,:i,,,- .---;4--:;-:;-!...-:•:.:.-.,-.,-:-.-;',.- -,-.-;-''-,--,-,--(1 • ,..!) 11 I f) , ..7-- . cryarra cam.Irt, —/---.f:ij:"..:-'": ' ""- .""."--' "' .. " ..,,,• , . / .. . .::::::::::::"..."::-;•.: ::'::::"*. jV,-...•-:•-•..V.2, 1 1 1:11•.".1:/•••"••":••'•"..11 , - . . -1 14.,"...".:•':::::'"./.'".1 I I 1. I 1::::::::::?.:::::'::::.::::;:'' .//7"X<:(:\ . AROUITECTONICA LAKES EN 'NEEDING, NC. 1 FINAL DRB SUBMITTAL 5TH STREET BAYWALK Mir the hornet Fru..FL 1.cchzt PHASE 1 FOUNDATIONS (-He,' DATE: A5-50 1..165.372W12 F W5.3721170 PEDESTRIAN CONNECTOR -....J_.. Nature,nuninichone,reprocinfau,oralatinerhunr,trai on<I air penrn al thcha[Werke Leer..at in earl aro In Carole rifest 11.0431120,11111411pormitsbn of Ii BRIDGE 04/08/2019 AI qaiitawkAa Ir cterairmai Al carp.weir...fon dumil iv.r o plir try ef Arthearionsi I mennitnal.Al nochiyue new.]rei:DU Tiriene Winded in nee • end!e caw hel Yz mitre tell col contria le be ca Wird rumen"Ihe cruse VI rn enktnis drankneeni nth the neenhal Inletuflori el ctrusetric,61LP end re unite i MIAMI BEACH,FL 33139 strx.e.r.,emu....tom,fettled.the Further,viCI tie tirinctikl inectihntry. Page 921 of 1102 GENERAL NOTE: ti i� i 11 ,- ALL CONCRETE COLUMNS AND OTHER I E .+ EMW `II `y J SURFACES le'AND BELOW WILL RECEIVE 1 � -I was 41 - eV"AFP 1WU0— GRAFFITI GUARD PAINT FINISH k I II. g IE ='i '-- ` �' G I '� I 1111 r 8 �^ 14 I' 1 I I� Y s f OCIESEltiEll CAP 1, EFur n�F 3 P +�l ;0 V 0 • II ILip:ETE MUM '4' , ■Construct.pier columns and caps FI �I �� [III 0 '"r. '¢ I I 1� 1 ! 1 FDOT R.O.W.LINE l ` O rill +S:lllE ff'M1W41WYlD].E \y(* \\:;''' I�,I 4 ' 4 1i,1 777 1 0 lit fr'e. , I, \tI `�` aE.,�F TEzO rTh (// 1 ;II 0 \ 4 • •"•'• 11 �' s` _��_ \t / u ,!i , \\\:::71\ , Y t\ • 1 it f�fA/ \ -)'-' \'N/ l I ` __ El t`, > ' 4- it -! li .. ! 14 r II ttECF`lt�ix'�OVAWLF 4 V—_ i-FOOT R.D.W.LINE H `�v{ (E.}BUILDING • \t s • {Ir „mq.I,wY I 8 iF— L � y 51; r4Y 1 I Ir `\ 'Il 1 6roauutmcnwd 1 I' _- •• PI i, rr a�Fu¢ 1 �� { ,.\,..z.:,././..• �.� tit77.•r .::::•••••••'.::;•,..2? • 1 I ! .:....-...-:'.' . S:",?..\\\,-.S.::%\\.'” fiRCLUI TE4 VUliifi [.AKES FINAL DRB SUBMITTAL I EN !NEEDING,HC. 5TH STREET BAYWALK I +` 7/P 0o'A. u,.vrsn•FF V1]. i �.p raxiarzmlx F arznis PEDESTRIAN CONNECTOR I PHASE 2A SUBSTRUCTURE 04 0812019 I A5-51 No Indica,home eying,ninth m,nnonenta swan ar,v,.cadre a rima d i,cr in wrra.arm gun Foroa le• 41.1 no nye.61.1.10/1.71112,011 el BRIDGE lecula90aN rnlemell ii.All dour.Mond In don trrsit(p a0 ompenF Q NVuIamAm Manuiartl.NI eecy.ellAnra•..1(el 0010.Tho dael,Caa.1 h rb i any IFamaspwd In env erg wlI mmveto be n dI ddwrr�Frall thn n On 0n re+ndz dertlyennui-Intots re ei Irrsparen of eroovan al.NLP d Ile eatery MIAMI BEACH,FL 33139 I oral na./.Phase am horn Wind.re nu tees NF he MunnacavanJj. Page 922 of 1102 A' 1, j Ia Construct pier columns and caps c4 --_-�__w__-__"._ s I 1 • I I I 1 i 500 ALTON BEYOND I 1 i 1 i 1 1 i 1 • i i I , 1 I i I I i 3U'-A' : t WNCRETEPIERCPPBEM—I---___ , I b 1' CONCRETE COMA '- ..---..--' CONCRETE PERCGP BEAM IQ DONCRETE WLL!4NS lr ill BEYOND MPCPRTHCR CJIIlUWAY EAST BCINID SLY OVER R4 P 1' _ L.S. 17 iT-SSl'8' 24'•B' S-2' I--1 CONCRETE alum PND OTHER S-7��rr r gUPFAfE5 lir AM BELD1Y 471E 1 TFBIEE S3J LANES I CIE{I LAM 1!!D{2S L4NEE 4 9 '�LI I PYEEDIE GRAMS!GUARD PI.'.TT Fl Ti 1 A • 1 RIIMI . WEST ELEVATION; -,, SCALE: 1l8'-1.q''.,.2 2. AROIJITECTQ hC/'i 11-AKS ' FINAL DRB SUBMITTAL . ENGINEERING, NC. 5TH STREET BAYWALK iTJ(n07U t2 Fm5272.11? 3 PHASE 2A SUBSTRUCTUREi__—,t,' ' A5-52 ,m�ztAtZ FG6k�2.,,7G 1 PEDESTRIAN CONNECTOR DATE: Ame�n..1km 1r...ie.'.Aluetian rcaiwm ®.gmsmamrrp+ oimroo al,mnuwbGa7aeimn enamel A Tfl d.nu.n pc eche�nl I BRIDGE ' 04/0812019 N9dlPnnu'r�lrmirt'u',.r..i Ad.1ilre lNn&m MfitaaiLar.epme pnpel,efWrPPAwmra hOeiWiwl Pe«ppi�hu avmmwE lU=�%9.7mdtlG YttJalaf in the slWF b aaKapl%el hmLae m7.sl cetnee}The aMAW te trout Pmwtren el he Pr4e stke,bFmml welt the merhat hleortort clelNpnlfl NEP and W mint/ l MIAMI BEACH,FL 33139 k ,,,,m..M enesAIIetlM.nrtnerl.Vee rentor NC 6e KlusLN ectma.-gy. 1 Page 923 of 1102 • , •Construct stairs and 1st level of elevator tower f s I I I I I I I I 500 ALTON BEYOND ! I I I I i i i i I i I i I i i i I I I - Itn I CONCAETE PER CAP mai—I--.El 'I - _ STAIR+v22EYVID-- i• .-.1 -' .-"-'—I1 'l. 'E 1l SEt1LL051ti?EAI ELEYATCN. 1 I- CANCAETE COMM .� - ii b A—OONCAETEPL .CAPBFAh1 PJNCAETE COMM& _ UMW PAACAATH6fl CAUSEWAY M180110 PLY OVER BRM I.+ o - • I...1 CAN EWE COWAN APIC%HER : Pr 5'- 1T•5518• 24'•5• !Y 5-2'S- i lkTiEE(3)LRiES j OPIE{IjGJG TY70�2}CAPE RCELVALk I 1.-,--7_77,-.:.-_ ` SURFACES 18'APABELOW'NIL RECEA%MAPLE GUARD PANE 1 KNISH .. STAR f C WEST ELEVATION2 SC4LE 118'-1'-9•.v • A17OrTLCl O/Y CA L KE FINAL DRB SUBMITTAL f EN INEERING, C 5TH STREET BAYWALK 7 , 1 WS372t 2 FPai372111:SOO ink Avenue,Mal,Fl 7531 PHASE 2B STAIRS AND �'N DATE: A5-53 PEDESTRIAN CONNECTOR ELEVATOR TOWER(LEVEL 1) , 04/05/2019 rmikelo.tmwnrnaln.ncmmaun.watn,w+xes•+w5smarlar�f7w.at 1.0.18-molv,In.nae t.gal cri01,...I nom MThhe es.nnmcdNIther,m BRIDGE rmar oxax �mwIx en eelemiOLOIrellne[3 to 0101 Naa•tm Ila mane ft t c & tn.11 aue>N.wnmxn<aten atarnrth Randa At ehe,��; ��e rev ,°�9:.`the"�� v. u�F�n_�anb ,,n�no.��n,��,�a�ucaf��s� .ab,7 MIAMI BEACH,FL 33139 weaPage 924 of 1102 • LA •Setup detour of MacArthus Causeway/5th Street(Road closure)for erection of beams •Erect and secure main span bridge beams 8 1 •Reopen road to traffic and construct bridge deck I I —I■Construct 2nd level of elevator tower 1 500 ALTON BEYOND i l I I I I f f--I t feekO ELl aENLIRE AT ELEVAIOR. torm r I _ — -', 1 i I i I I--col )---1/NSA CLASS ENCL0511m Al ELEVATOR STAR aB BEYOND--. _.I - _ 4ES1IEULE b CONCRETED LtV4N __... .-- - II ---7.7.-77, ._."�` — CONCRETE PGRCAP BEAM , IQ CONCRETE COMM. I- ❑ 11Pe BEYOND NIACARTIVI CALMAY EAST SCUM OVER RAIVP m o — ' --I CONCRETE COLLUM AND OTHER 1 35-D' 1T•35.d 24 6' S p _ SUFi-ACES1O'AlX7 BELOIV'tliL THREE 0)LANES R I O {I I LAM I NRY{2Y LANES }IF9C£6V PFCENE[17AfR11 GUARDMIT1 J i. I i P I 'I ,-...,-,-,--__=:,-,.-..-_-_ 1 Flt115H STAfl Nt WEST ELEVATION 2�, SCALE: 17B'-1*...y • A1R1?I ITECTO YI4A LAKES f FINAL DRB SUBMITTAL .1001 O1*Awnuo,lA s1,R 3131 EN INEEEi1NG, C. 5TH STREET BAYWALK f -T- 73a5.9721612 F'30i9721175 { PHASE 3 BEAM AND i__—,1,1 DATE: PEDESTRIAN CONNECTOR i I ' A5-54 W.W.I,tmfrriedm4,nFNGfdRe.eraF.WaNa ran616iatm U eypait el them.Onn.rt+In ands era FsrI ore ho Ca InMe rmco1 the Mpl.f c.nika ptr-' "d I BRIDGE ELEVATOR TOWER(LEVEL 2) I 04/0812019 Nq:aedmka!eras Lefq l N Ceegnf IMbeieS H Dane Omway nla pats.,4TARaerle1ba lorm417raL Plnafayefmfeled CQ 7219-Tindale ediad In fhb Maly9 momp ae N mnua MItii ocaltnal3 to aeIlM Darc2669IM mum aa[igp=b ansL{mml wall the ermtni m[gMon tl l oath{LEP and rte feat MIAMI BEACH,FL 33139 • ' fFmufe...0 the...I.ether ntnN,U.temhee nil be 6=-sees teemtekwy. Page 925 of 1102 1■Install bridge railings and decorative fins 1 I■Install metal panels at underdeck bridge fascia I I it I 500 ALTON BEYOND ! i — °1 "MEEP` OWED,APAINT E I r SYSTEtd•MEETAM MIS / STAVAIID,11IP. i COLOR CHANGNGPROuRAMMAHLE LED _I � j j LIT LETTERS YtITH FUTURA FO.'4T,10 MATCH 1 '-ND,46L1SSEN 1USI�,9E AT ELEVATOR j1r1 car OF MUM AQi FONT '�'� I VES'RBULE®EYO.D E S �- i 1 1 A �...� �'.ilk ' l� ', ZrL a .- _MUMLE6L 2d 1 E C II S �l � , �E1 YWp.../BYO 4....._,: §Q_I.-..[Y..x...p Q•..Q...Y....M.f.-f k.. f .x.1..• ..d. ffi.�,.► 1R ,. A .A..... , _:.,L. CONCRETE PIER CAP BEAM I _=;4_ '`.` .. -:. •.-li- ---_.1--jtYJA LtASSE1ICLOSUAE AT 01VATCFt ST.'Afit SEYCND 1._: I, -- METOL PCdEL SYS1EEd AT -�-- —_i �`""'. VESIIELLE I UNLERSIDE AO SIDES OF I b CONCRETE COLUMN s p WALKWAY d I -_ .^.y— CONCRETE Fri CAP BEANii CONCRETE COULTANS ,j. -----.- - L 5 a i I - .. {,j SEVIND �, - MACAATHL,fl CAUSEWAY EAST nun FLY OVER RAW t� I- 5 fl--I =- la I :c~-�L I Wr1CAETECOL7.HN AND OTHER '`'-�.._ -..2' 25',Ce 1T-551S' _ 24'•6' g i 7 _ n......._..:..'1 ._ . _��./ pp }P I a,1 .--.- .�._._.,�� SUFFA,CEB le'APB ELM?ILL _--inID',1 111i[1 THREE(3)LANES 1 OWifr LAlf nl TWO 42}LAPIES `Ice.v- --. —��--4 ; FL•C TAASR11 GUARD PART MUSH 1llM1 nn STAIR tlf WEST ELEVATION,(--N\ SCALE: 10 1'-0.1 2 AROUITECTONICAAKS i FINAL DRB SUBMITTAL woaA��.� .F< ,3� EN INEERING, NC. 5TH STREET BAYWALK T_•.. 7SO53721012 F 325372 1175 PEDESTRIAN CONNECTOR PHASE 4 DECORATIVE FINS `, ,rI ; DATE: A5-55 lionn...I7771!orinnons.nS.ochcnon.lxek AnnIx marl ponlal tend'1.LOM sf Anna 0-annul In Wh ae 11 cwt..to to[WO MMX.lt Ule mons rllm FpRaI1a1-1l al BRIDGE 04/08/2019 A1g111,Qo*Ka Ilnernpoml All WHpns moaned h dew d,ES g.aro pl%e ticFf'N�P,tE Ott Imeman-Hid.Ab npltfghb reverent lc)2010 Thr 67171 Cd15 m1 n Tb Only b acnvWNL In fugue aid WrE r lnuo12 bemldted Molptrin Orr mJte ed 0e poLocls dewlap-neat To..Mlo1 ble]maonc InKCraI NEP.9 lin wle,. - ont a6,ewa.lenarnIwl.d1■n.nl:.nlv;Lo al Y MIAMI BEACH,FL 33139 Page 926 of 1102 w 1.14 I■Install decorative signs Is ■Complete mechanical and electrical work I e rl I I I 500 ALTQN BEYOND PAim � oTrMARIE- DE PPIrri ! I / SYSTEM,MFETAIJA 2,S05 I + STkiOAFID,TIP. I +r! {___.�illR CHANGT4O PRTI APMABLE LED �I-NOA CLASS E11C1OSUAE AT FLEVATCR LIT LETTE MIWITHrt c*I FE A FO'9T,T11 AfATT}I �` YIDA CL 1L�BENCLII I / k9YOFN7Af7 BaACfI FEAT f I If 1 I I .I iii i l 1 11 J ! r • r``.'11 � ki 'di. 1 €O. I NAV E, 1 f -;i I▪I, i ppJ u 1 I 1 .1 e ° ..__ _ _.__,F�ID£E�S4TL 2 I t , IiiII�f( I! 1J i I' 4[�1�� I k 1 lb %11 I CL.', L L. 1 1 l ` /Z:Y. , L I Y-.- '3 r I- -q 1 _ f _iHi. : ` _ ' ! ...[ ii—'s MNMETEPIEA CAP BEAM I `L{ ,r- ..rt I '_ __ 1 t__METAL PAWL SYSTEM AT _--- j_� — I"Y• S1IBULE CLO5UAE Al FLEIATOR L... • P UNCERSIDE A}D SIDES ix 't'- __ I b OINCRETE COLUMN --•�. i WALKWAY17..a._-.-7;,..-7.71. -—t WNf,AETE PERM BEAM {{ II EQ Du+CflETE COLI.HNE I-t---_. 5 a.l I I T ; I� • ' c b PAACAIITHUR CAUSEWAY EAST BOLt1O FLY OVER MP Ia r•- --t. -.7-1775-717. 111i _ CEYOIL} I r. --_ , ..-_.._.1-.;CONCRETE COLVIN A11DOTHER .."--d-4-04 g- 35'•O' 17'-35x'9' } 24'•5• tf S-2 _ .s • ' I • .n"IDE'A'�,"'�'� 7II9EE(3J LANES n OPE{IILAPLF T PflD{2y LAM $DELVALK _ I PeCERE GRA17111 GUARD PF3YT I * _ IF Ili 1 l I1 P I — -. FINISH Ix STM Of -�.•O.[.` WEST ELEVATION SCALE: 1,13*-1'-9'',2 1; ARO `UITECTONICA ELA G i FINAL DRB SUBMITTAL ZOO Uclt Arcata.Must F133131 NG 5TH STREET BAYWALK '-r•. 7305.572.ten F30S9721175PEDESTRiAM11 CONNECTOR PHASE 5 FINISHING I-1';N DATE: A5-56 Navvies.1'81FIIeeltap aymdlClaramehGmdarnarlpl`nletal'svl'7lkn al T YU'.®n3717 WO.n,hhal am to Ce mho mama the a hraticinOM p!ehhpoact BRIDGE I 04/08/2019 nrchlrevrten I rtkrtutbwL M P!,hm InlImmm h rale arwmpe are progeny atArthmclmka IR<mJbml.Al aGfrttrl,armed(112D1B.7tr.WW Rote m lila Maly In rcnrcaLaIh autism and nil cmllhieta Le Qat!tar ethuu MaCourrdna t+amats aaabpaenl wet Ola manta Wean:dm UCWe6rul SEP and Ne lalet/ I MIAMI BEACH,FL 33139 apIm M.As alase we nen.Rand,Iha iunujan 1.01 ne�:...'1 a: 8Y Page 927 of 1102 • 5TH STREET BAYWALK PEDESTRIAN CONNECTOR BRIDGE MIAMI BEACH, FLORIDA 33139 DESIGN REVIEW BOARD - FIRST SUBMITTAL FINAL SUBMITTAL DEADLINE 03.11.2019 ARQUITECTONICA GEO LANDSCAPE ARCHITECTS 2900 OAK AVE MIAMI,FLORIDA 33133 Phone(305)372 1812 Fax(305)372 1175 Website:www.arquitectonicageo.com INDEX OF DRAWINGS , — 17: r A 1 '"_° e": �_ m _ Et,- �. DESCRIPTION yi--1) �� t' 4I_ .�r L i .,-_ I""ytrm 1 .4.,BO (CITY OF MIAMI BEACH DRB) t i f A 'kr 1 I LO-000 LANDSCAPE INDEX .®a a'1 - - s- Iw ;-- ' '' o ' rte-, " 2 LO-001 LANDSCAPE NOTES I �.a c�r . '%,�` �I I.� 3 LO-002 LANDSCAPE CALCULATIONS �--'c t , 11 4 LO-003 PLANT IMAGES - ��'" =r c"':^+=L cam-* '11.1t..,-} 7"-' 1 1 1 tot 5 LO-004 HARDSCAPE IMAGES 11 � —� ,® . � ,��l I� 6 LO-005 TREE SURVEY r); 7 ' _ 1� � nn :r-4r0. C� ''I' i4 T::. 7 L1-000 TREE DISPOSITION PLAN , 4 ar L`" rl r'' I ti fM".f -_ , 8 L1-001 TREE MITIGATION PLAN whop', . ".":� ti , '� "" „ r' ' .5 ICI 1 9 L1-100 GROUND LEVEL RENDERED PLAN ' q� l 1V- or I ' Imo,�: 'q lid 10 L1-110 GROUND LEVEL HARDSCAPE PLAN ,�,� h I 11 L1-120 GROUND LEVEL TREE PLAN �`, " ''",°� � , C�; L• A- 6 ap ,^ I 12 L1-130 GROUND LEVEL SHRUBS AND GCVR PLAN r �+``�yj �� '' ' —" I 13 L1-140 GROUND LEVEL LIGHTING PLAN y 14 L1-200 2ND LEVEL RENDERED PLAN ''` tiL` �a r, f�` ,", =1• .t- '14 '. 15 L5-100 GROUND LEVEL HARDSCAPE DETAILS -1`'..,.\ 4i,\\1° �,':P,',y,- - �' le...-. ^' a yL s . ;• 1 w.r 16 L5-120 GROUND LEVEL PLANTING DETAILS .;N, \`i\� ' _Aik- I- v. _,,E,- .4.:,.VSET`I - P. 17 LIR1-100 GROUND LEVEL IRRIGATION PLAN 18 LIR5-100 GROUND LEVEL IRRIGATION DETAILS AROU!TECTONICA ..AKES AROUITECTONICAUE1 FIRST DRB SUBMITTAL 29000ak Avenue FL 33133 NGIN ER1 G,INC. 5TH STREET BAYWALK 7305.372.1912 F30S372.1175 PEDESTRIAN CONNECTOR LANDSCAPE INDEX 04/08/19 L0-000 No copies,Irarsmssios, 7,do oras.er els bone neniputfie.orany portion of these drawings m wide Oslo part areto be made witvut to express written pemdssbn of BRIDGE study eotonim Intemaeonal.NI designs ind' Ieb in those d thio gs erepropeM afof tbs Aston®Intvelcpm hal.nth copyright mserved(c)0019.The Cala P and uh of study's conceptual N torture and Yell continue to be modified toohghoxt IAe course of to project d0velepm0Mwiln the 0002001 Ntegrabon of structural.MEP and He safely systems.tsmeseare n,rwarrefineam0numbers nifibeadjustedaccording9. MIAMI BEACH,FL 33139 Page 928 of 1102 GENERAL NOTES 6051 ALLLANDSCAPE NOTES GENERAL LANDSCAPE NOTES CONTI) SOIL PREPARATION AND SOIL MIX PLANTING SPECIFICATIONS 1.These pians reflectthe scope ofthe landscape Architect edema]services For Archltecturat Chi,please 1.The Contester eel be respansahe for verifying all ederpmnd Mel relate thimble N any area 15.Guytg/staling caches sha0 nut pent nils.screws.vines.eta.to penetrate 1.AA plants noted for removal s1a8 b5 gloated as dawn on plans ar removed and 1.The contractor Is reepeneie for maintaining,In fad,di planting refer to the appm5dat0 crosu000 dodmnems. The contractor she notify all necessary MDlycwmaries 48 hours mNtmen priors digging for outer aurae ofanrybee or palm.Trees orpa/ns rejected dote thIsgrecs shall properlymaposnd of erre°at contractors comas,unlessaherwfse noted. areas(Indueng watein9,spraying,mulddn9,moe1ng.feredne. reaction Cl al undermine MOM,brigade and all other obstructions and soarehste with Owners be replaced elm Contractors expanse. etc)OMB to Job is accepted.N Nil,byte omen,Its 2 The locations of a0 site means ars apprsNnate and may he adjusted tete field with owner and/or Representative prier to ln10W9operations.Drawings are prepared 00000ng re the best returnee 2.Before BNsang tap sat grading,scarify rake subsea dear ofatones(1'mameterand maned..and LendeapoArchitect. their representatives approval.See plans for locations of tad amen0es. 00430510 atthe 5me of preparing documents. 18.Booby material,wire ages.plastic soaps,etc.,must 6e mm and removed from farmer),debris,rubbish,end remaining roots from removed plant material to e depth of 8'. top one-third(1/3)or root bat. 2.All plant material shat be protected during transport end 3.The locations of plants,es sham In these plans,ars eppradmale.lbe en011aaat000 may be Anted to 2.The me-actor Isrespond*to ensure properw0aMg and maintenance of new and relocated plant 3.Plant holes should be dug and to sides and bottom of the hie shatld beatable, detveryto enol batmwM shade dote other ecoeptaNe accommodate unforeseen field conditions to comply with safety criteria,to avoid creating onside sight m000010=Meth one year waranp'Moth 17.Trees Brown In grow bags or grow baglype maadd are not allowed. reger4ess of dept.Sot scarification Is necessary Ifsides afthe hole areoe0maded. means ofw0dbum parvenue.R0nlm0e materiel shat oedema conditions,or as otherwise directed by or approved by the landscape architect orowners representative. to Florida 81 as described N Florida grades 8 standards,the 3.Contractor is import any discrepancies between the construction drawings and field conditions to 18.AO plebe materials shat meet or exceed local requirements as specified by 4.Contractor to appy approved preemaitedher8ddo N accadancewith manufacturers lasted Issue. 4.Consbudkn shat comply vet et tool bu5dng codes. the Owner's Representative 000061atey. local plant standards. ata and sped5aeone.Contractors to Amide manufacturer's spedtatone for approval. 3.All trees mud be guyed or staked as shown In deals. 5.A0 dimensions shag be vexed Mho field prior to construction.Wrmah dimensions detain 4.Landscape Contractor shall coordinate an work rift related contactors and with the general 19.All landscape Installations shall meet or mooed the minimum requlremems as 5.Planting sod mix for planters,trees,share&and ground aver 8 gasses shat be precedence over soled drawings endue.01 the eget in 0d0r not to Impede the progress of the work of others or the contractors shown N appropriate murdelpd codas. determined by soil analysis prior to planting landscape. 4.When pant material is detvered trete,It shad not be bald own work landscape contractor shall provide schedule of Nlhaworktwo weeks h advance, down for more than two hours.Rent material when stored onste 8.5 a 0sorepanoy should arise between layout geometry and design intent design Want she taloa begIndnm two weeks Worth commencing landscape trade construction. 20.lin Contractor shall be responsible for the guaamee tat plant material for a Tho planting seg mix should bewhat comes out of the hole so the plant adapts to the shall be placed and maintained In good candle In°veNal precedence. paled of twelve(12)months from the date ofsubstantial cornered=Mental swentem/cdstlng soli and gmws tido DAM Is why the sides and the bottom dthe po0Oon.Ad plana held onsite shad]be kept watered reglalIn 5.The location of the landscape holding area wig be ldent0ed try the Oxnor or Owners Representative. completion settees thebegbnb9 of guarantee peeod. planing hole shodd never be campactedwit the diming Implements.Neverber61he sufficient amounts apem0angru0ue end vigorous growth GENERAL GRADING NOTES The Contractor del neonate the access routes to and hearths holding ma or newly planted plants and trees.Rase note that peat moss 9 eventually decompose and impeding access to the see by others.Contractor Is resPm0tle for the maintenance 0109[4001 21.F1ant stee spnc0catanstda precedence over colder she. dog cod pores therebyWubitlng to pant.water ed oxygen consumption. 5.tmatatlm of di Mant material shall be Installed 8 a sound, 1.A0grating Information prodded is Wended fareesthe0c purposes and to showrdatlansldps only.For materials,Including temporary W9a5on andfertlletlon if necessary donne constru000,Mlle benne wodmmace manner endaccordog to acceploo good planting doW0d 900nUbdmnatlon see Che Engineers drawings. held In landscape holding areas. 22 Contractor to reify vette and report any discrepancies to Owners 6.Tolosa]shsg be nerd,fer07e,agricultural se capable alwatering vigema pant and tree relocation procedures with the quality dOrd metlea representative androrLandscape Preha0t growth.hdad be dollen mnpaston 5sough000 withedmb0oe of subsoil,It be es hereinaterdesu@ed.A4 elements of Landscaping shag be 2.Rough grading and ate preparation shag be completed for Wow by Landscape Architect/or owners 8.The Cecinas-tor she bear ll costs of retina of sods.ameren0rds.etc.associated with the worts and free ofstones,Moan.plants and their rots,stria,and other extraneous material.Top indeed so as to meet et applicable ordinances and code repesehathe prior to find grading. Included In the specifications.Norte commencement dthe landscape planting work the Cataria 23.At pant material shag be graded Randa 81 or better. shag pmvidee Ido 006 rasa wNh recommendatbm for soli tratrnehtbthe constuetlan area sothmght Inshadd mate es wet as posoDle the adding sod texture end Ph.Ranted rsgulremeaa. r be e soil 3.Roadway grading and tramline areas to be mine and approved by Chi/TraBC Engineer. 24.Al proposed planting 6e0s w0 be planted ore correctly et proper spacing. material sho uld twig be&Moulto ed'aaaed;t08motod due to drought awayexposing the mo0005wobed0t0besab0.shadboInstalled o lledwi thedmucMandpooadexcessive G.There tag ban adaWonaNes used dtapymoeal. 7.Landscape Installation th°revhe iewand the opp000tl01 a 7pammaaedarfield ive ah/o Landscahe plantspe piers (se approximately IA0pll.Lar mapeconadd0eoddlowittaemstlcollar comoad pains,handle with 2'rt5dman alit nylon straps aequal. 4.Grading and Wcl®ons for Manion areas to be Padded by Chi Engineers. bNatlngbstalldlafnrta review and epproral oft,Owners representative enNarlantecape 25.All tree wotkw0 require Pamdtlng bYaraplsrersdMWdOadaCwmyTree (e�adpgtgyllY fol�.landsape contredorehaddfind the uppermost lateral root and Architect Note:R0 plating the comma until there Is a Madera'hidden system in she area Trimmer. plant that)udbelow the sod suras. 7.Contractor shag assure drainage and percolation of ail planting 5.Contractor shag not substantiallymody ammo Panwoout0a spprnvl elde09nee.Agate aesthe0c to keptenf0L Nelms shag be;lute an rep of'Melba 00n 26.Burlap,wire cages,eta.be removed hallway down root bags. pia.Prior to Instillation ofpantmaterial,contractor she N ed grading a sublectta rade.end approval tithe landscape archked or owners reemerge.. 7.Smooth topedwdhoot camp:eon to two Indus(T)belowMish grade In areae 8 be tee pits with water before planting to assure that weer drainage e.Landscape Contactor shad field adjust[ocean of plant material as necessary to avoid damage a an sodded without compactas and percolation Is available.Coned Ifrequired to assure 5.Ad greed areas shall be dragged wMa drag mat or hand radeei to blend In small Imperfections and edsdng underground u50los and/or adding shove ground elegem.All changes reeked sha0 be percolate.Contractor Is rssp0n001e for replacement dall plana round ail any sharp Ones that may have been constructed by equipment A]areas to be planted shag completed alto Contractors expense and shag be c0ordnabed ea Owners Representative and the 8.Dish grade all toped areas to a smooth twKampeded,even surface assuring Lost dues Inadequate drainage cannons.Pl0nMee materiel have no water holding Pockets. Landscape Amhlact positiveawherewaerwaytante etrucarree and eliminate any low saes excoptInrere�on that hes be0000 scraped Sowoto cted upap,hpection,yt GENERAL SRE LIGHTING NOTES 9.Any 005005000 a eine and/or pant species mustbe approved byte Landscape Archited0r areas wtea wale they called. bstegetlan Issues may be rejected upon Inspection by the L.0. Owners HaematitOeva prior to modification tithe contract purchasing and deMery ofplants.AD 9.Contractor to remove debris and masa material Immediately from job site while 8.Contractor to request Inspection ofproject In writing.If artwork 1.An electrical whine and sWUMg by Elecmod Engineer benne perms set plantsw1 be select to approval by Landscape Architect and/or earners Represema0re before keeping In mind that heavy equipment w0 mead thedoolment dwarerdrainage Is satisfactory and complete in accodanawith conditions of planting can haps.An plant materials w0 not Include any pants considered to belwaslve by the CM and the health of the newly Installed pant.All planting areas with compacted ad wig have contractdoonnena,then the mama,Its representetrs,end 2.Shop drawings she0 be required by mar0dacurers and/or contractors for a0 connections footers. ofMidd Beech. surfaces scarified to a me.of e'In depth. landscape architect shall declare the project substantially electrloal requlremeds and color samples for review and approval by the landscape architect or owners complete. 040000na500. 10.Contractor shag refers the landscape,4ar009 rites,general nates and the project manual and/or specifications far further and Complete bardscape planting Instructions. 9.BUBsande completie0 correlates tes th0 beginning of guarantee 3.PhoameMa to be provided by the Engineer and coordinated vdth Landscape Arddaet/e owner representative. 11.Landscape Contractor she 0Oordlnaa ori Meng wakwith permanent atemporary Irrigation work led°a' Landscape Contractor shall be responsible for all hand w0edng as required by Comers Repr00000 00 10.Contractor to rep=rNeded pantwlntln tate(2)weeks d 4.Transformers and other 00eiorbalasts she be Weldon from general New with landscaping end/or tO SUpylanieM Malian watering and raWoS Landscape Contractor she be respasble for hand seemedle endasures.TNs should be coordinated with landscape welted[ slang In ad Wanting areas,regardless of t0 sates of easing or proposed Wg0co. retia. 12.landscape Contractor shag dean the work areas Itis end of eachwaddnl day.Rubbish and deters 11.Crown lythemutinational rimy 0000 o 0000derms ti geneadynot shat be 003eete0 end depas0ed OR30e orb an approved disposal area daily.At materials,products L apnea bytmuse d nbario itbg. tlm standards.When R and equipment she be sand In an organised fashion as directed byte Owners Represedative. a epprned,Rnud be done b wring 13.Landscape Contractor shag re-grade all areas da60bed by plant removal,relocator and/or 12.XerisapbA Principles as outlined In the South Florida Wear Management District)(escape Flan(Guide 2 sag be applied on workLan t cape Contractor shall negate @y egad etre end quant')fir/and a Went/ter throughout landscape Installation end maintenance. row plant new pla tmatedd disturbed or damaged by plantremoval,relocation,and/or Installation work 14.Ste durance concerns must be mdmainod1or clear s1 daftly from UV(30)00000a DRAWING ORGANIZATION s0re0y-a/o(72)Inches,bee bunks are Beaded as seasided In appmprile municipal codes. 1.0.0111.1 XVILOIANO M1151 THE ORAWINCI aawFOR EACH SHEETCON,aaor„mraLOW. L1-11 Z.MAW=MOOD LANIXICVE DRAN1/109 ME OR...IMO THE FOLLOW.. GROOM LIP.DUALS 1.IMERT NUMMI MITMERIED BEONEX11/111FROWO TO Col `DRAWING NUOMMEIJAPIEls L1.11 HARDSCAPE PLAN A!IQIITECTOAI/'CA LAKES A1�ROUITECTO ICAL--T FIRST DRB SUBMITTAL EN iN ERI G, NC. • 5TH STREET BAYWALK 2900072Avenge.M1032I17533 PEDESTRIAN CONNECTOR LANDSCAPE NOTES 04/08/19 L0-001 730 oakAven ,306. FL 336 No copies.transmissions,reproductions,cc oloctud0 manipulation of any portion of these drawings In whole or to part ere to be made without the express writes permission or BRIDGE Aryutedata Interna m&AO designs Indicated In these drevM9e ere property ofAryotedodee international Ad copyrightaresented(012019.The date madded In the conceptualstudy Is systems.As these aMaher nd� gee.the numbers will b0 acquated �a^gl aeawthe pm>eaedmeapmatwith the mmaa Weganamarawaa,,MEP aauea,ey y. MIAMI BEACH,FL 33139 Page 929 of 1102 CIT'(OF MIAMI BEACH LANDSCAPE LEGEND-DEVELOPMENT SITE 33nree ann AS:LA was MO. ha.. 1111 'a."aaN SCIMEQ u�D A 4auaf•e'alrp..l un ywn+aawmar W. 1;'1'1 !N1 G la.a+mono"raeYna[mmortVii.r9zeatln Ies xax ▪ p lw�a 41m4 .rww.rf•,w.a L..f..•r..•.e.l M..Sot. flsw nrl E0 • ...R e.'f-a.'a++w•4+..n+M ]3133 VI � ova bac* •r.taal • • ,.naamwu- ISA▪rOnclemn weAfie 4,4•• 35 1.104!raft assary.azo,[1111...4 wy.a...,,naanpx. Is la bwel7lnryn•aafannYo: fau,. a•v...1 .bac} 3 0 :Lain ®nabtl la.aalaaalcrioeianaYiata l]• WI 313 LAKINCITIMMinga 13▪,1174-4 la yarn Tcr conn way.ea2v of lap Os.Or • • • AEtQUITE TONT A LAKES A/j CU!TECTON/CA E- FIRST DRB SUBMITTAL 290[1 Oak Avenue,Miall,R33133 ENG NE NG, C. 5TH STREET BAYWALK 7305.372.1812 F305.372.1175 PEDESTRIAN CONNECTOR LANDSCAPE CALCULATIONS 04/08/19 L0-002 No copies,transmissions,reproductions,or electronic manipulation of any portion of these drawings in whole or in pad are to be made without de express written permission of Paquitecipvca International.All dodges Indicated in time drawings are property of Amuite ionica International.All copyrights reserved(c)2019.The data included in this BRIDGE study is conceptual in nature and will continue b be modified throughout the course of to projects development with the eventual integration of structural,MEP and fife safety MIAMI BEACH,FL 33139 systems.As Bfire these are further red,Ore numbers win be adjusted accordingly. Page 930 of 1102 TREES/PALMS .R ,v IZ ' I r I sae_-4;11' If'. { 'r t . ,44,44 \, -r f-s' .0 , _ • hr + "y t . e .I 1 . ! Tk ' 1' . -,-'''"-•- , 1lA � y A � a { . } ld .. a G,A is . ,` p' ,1 - ,, :..� ♦i �a,.,- ,' x. -.i it,--,,w ,xty, '} w..,h, .!v- , i COCOSNUCIFERA C0N000PPUSERECTUS COCOTNRINAXARGENTATA ROYTONEA REGIA SABALPALMEITO TNRINAXSOP DUERCUSVIRGINIANA COCONUT VAR SFRICEUS FLORIDA PALM ROYAL PALM CABBAGE PAIN LIVEOAK TREES/SHRUBS SLYER BUTTONWOOD - eI �' r 3 .3l. 1.5r 7',7,k _ '„ { •--1 '' a -•-'. r � ,L'r:� I � " 1�. ,'' s•',..1'-;Y,01`,11,*,,-,'. j u',0"* -<,T,r..,J I.' a k - 4I v{.,„µi ,,•'. d ' •• ..,..-,2„:„.,I ` • ✓ *�' n,` +�,t"St¢,. i. tiri q�', A 1 Al• '.v v , L"t .A' . dam. N,aly, ,,{ • A ' i ,` X t (fA 7, 1 I i', ..1,0,:.47,'' •x( iEvi r d x. e• ,F tc.R” r • • i J . T` L 1. if, c A "'syr' ARDIS%ESCAILONIOIDES CAPPARISCYNOPINILOPHORA CAR YSOBALANUSICACO COCCOLOBADNERSIFOLIA DPOOIIS SAIICIFODUM EUGENIA FOE7ID1A GYMNANIES LUCIOA KRUGIODENDRONFERREUM MARLBERRY JMAICA CAPER VARICACAO PIGEON PLUM WILLOWBUSTIC SPANISH STOPPER CRABWOOD BLACK IRONWOOD COCOPLUM SHRUBS e 1--i3:-.• r- 4' ., ,»44,10 z, I! `° 1-;«,,,,.,,,,,,,c.' R 7....%-f-.-'--r-';':,': .1 7 _yP, r to r P Y4.?'1 - .�Wo.♦.1• .1'�.� } •.„),.,.v, _ �v [ .ill V� .�. r' a S�il Vr ....«,-,4,-;':,,„• Y ;. - btu iy '•-•,-. • t�, i �. - .!#r'.^.� 'O..1p,1'''', It„ r _ . r -f •,t v ar. r y,Ae r » G e .": - - A ±i ....^ 51._ 7 1 4 r� .ik + r 1 1 T v �� i �(- ,13,..,a3, .if/1 •r'� tip} ',+ ;-r! I _ .., '" ''h•,--- ' ` CARYSOBALANUS ICACO ELADULARIA MARTIMA DODODANEA WSCOSA VAR.VISCOSA PSYCHOTRM NERVOSA RANDIAACULEATA SURIANAMARRIMA ZAMM INTEGRFODU SERENOA REPENS'CINERA' CV.HORIZONTALIS BEACH VERBINA VIRGINIA KEY VARNISH LEAF SHINY-LEAF WILD COFFEE WHITE INDIGO BERRY BAY CEDAR COME SLYER SAW PALMETTO COASTAL COCOPLUM GROUNDCOVERSA.OW GROWING PLANTS v" r Fl.. YI •//J it [ fy"J I !� a1 5, 1 sir aF l • I' c. . y t t'i, ç `{ ' r{ �' f x R.. Fes' i 'i CAWCARPAAMERICANA HAIENOCAWS LATIFOLIA MUHIENBURGIA CAPILIARIS SPARILNA BAKER TRIPSACUMDACTYLOIDES , AMERICAN BEAUTYBERRY SPIDER LILY PIN(MUHLY CORDGRASS FAKAHATCHEE ARQIIITEC7r0NICA LAKES /1ROUITECTONICA,��=EL." FIRST DRB SUBMITTAL 2900 Oak Avenue,Miami,FL 33133 EN INEGRI G,NC. 5TH STREET BAYWALK T 305 372.1612 F335.3721175 PEDESTRIAN CONNECTOR PLANT IMAGES 04/08/19 L0-003 No Caples,transmissions,reproductions,a electronic manIpolation of mry portion of these drawbps N whole or N pert are to be made without the e0pess when permission of Args0ectonica International.M designs IMlcete0In Nese drawings ore property of/vgldtodo(ra International.All copyrights reserved lc)2015 The dela Included In Ihls BRIDGE Ludy Isommfpwal In nature oodw0 continue to be modified throughout the mase of the projects development with the evenbod lnte9ation of etreobaal.MEP end Afe safety MIAMI BEACH,FL 33139 systems.As these are farther relined,the numbers win be adjusted ecmdir0 ry. Page 931 of 1102 ,y r _ — r_ 4 b•" �`�� a ( °�+ i 7 j .� ..---4".,,,.:_;---4,2.-; R1 ��yy� rI 11� ii,1 .al r'�If ( r'IL ,,, . ^� I n' I '4f M/r4. R aa. •i - - �-,_. _ I 1 �1 I ,_I Mu y N F•-�-.r _-,,,,—...'-.-_-,,-.14:7„..., ,oril' ,ap• ... '',--.------,--;7:- y - ''-1 #' 'f - _ `LM'... r�;M r�X,. s a3 1'- c.' '�``I_ I " tea, � 1, � ? i�er f''; ``'M rf .„_✓, R r ,. _ �,.w;,` _.' e~= �h t3± ! FkW1 ' q�: '' ,,.� '� �. I ( et• #• > )1~* J' 'Y: rf.- 7 ry, •Lp, r 3. 1 > t. J '�s.. _r n�� ,, MM `R'I r f y scot I,� _ '�P .1. t t . 1V,.' fir. aor r`,n,7-.,, ry,. , ,, G'-5 'Y-- `E -R�5 w .,r”) , .q`_ _. f r -MF. .1 .1,- ,.„.--.3,-:-..7.,,,,z..,,,, �q� yA�I ti } N 1 Y . R g . +gra a �+M 10" '-'1k. y nn r 1 l t fir cf; y I �'k . a N; - _�`,. ,, , r - e f 1 , f., '41 I ! °R.� 'ab T 'U.•Lail, .,:,P� � e•3e 1 t -,P` �' _ ,; ^ !,+tr� I �� * ��`^. �_�� 9^ &` . ' r ' +' ).'` ['`' I-- '-t.'-„e)77, , r _'`t^ s °R "" I - (" • �r -fi- k ! IV"�'" �' r-,` i h,. . /,A{.— A c x Ley �'S I,t P N I R r l� N 2'" , f' ..'...^ {�:} FIJI Is r+ y ?. H ` PIN 1'61' J. , '.I I;.,(t 'r''',^ _t,, i. IJ ,...� j1 h5 e,dr , u r r. 1 1 _ • - ., f `1. ;.✓ir..l?.__ -✓..,:..ro7 �....._v�..„ __.�..- .��.,r .".,, Li u 1 1('. ?. _ a _ OOLITE ELEVATED WALKWAY PINE BARK MULCH NUGGET rTf - S . r' , e , [7,-_. J i '_. \ - ti, �. "fid, ' :I 4` ', `�,,..• , .,.-. �.,�', a . I ! ./........r..-2;=1-1— f.1-1-2:17...,_. l tyr�a Y2-t yrs, 2� i��'k ASF a �� a ?y f. / ... _C-":1L--;, L �' fie _j i'�rtr;�Y .� �l'k,�Ir+'.`°v ,a'i �`. ?� f�, .tw � 1 t Yr., rt r,,,1;2 A y, [ �p �J ,Qr f ^o r - g' •cciV N�i�etk�A t t^ ` ':j 7 7_._:..�. ti! ,)? 1,1I,�C ,J,,eA, "�'�" 4�ALt J''/a' 1, ' °,-,+'C1'.tr 'y5r"h,/: ...f. .[.-., -i .4 t �'''.r Cl ro�u S.' : ° A ry M1� nm '',e1( yam ,' e.v. .r..," .. ,y IF rtl f_jdLLIL -,--,4,--,-;:,,t,..-,,,,,ITy '''''',,,,';',7';',),,,;$4, J(jp. _. --' ti, 1y a t y ,r te„ " a4p' i'' ..,, n�YL p X 'R f,., '�w. ^'i'`fit '�lea r�' ,�"'r l_ � .1 I+,� �t4Pf ,3rri°kqr ` . ktw ". _.-. •. _^^ � Fr+'r"7'y, ^""fie A Y1 ✓d :L.7 , - — ' '-' ,. - - - PA:e Yt V'A,t/t'° '1,i,. 'r e _ 54:t '� +Jr � ' ' :¢ a1t� � �� '�! {fm��y .+ P- ^ rpaMrq, rF • ,l : ,wI ' r'i °1tL . .^ 2.: :yLe BAYWALK PAVERS POURED-IN-PLACE CONCRETE ARCCITECTON/CA LAKES AROI�YTECTON �CA FIRST DRB SUBMITTAL EN INEERI G, NC. 5TH STREET BAYWALK 2000Oak Aveni30 312i,FL33133 T30 PEDESTRIAN CONNECTOR HARDSCAPE IMAGES 04/08/19 LO-004 7N3721012 Fia No copies,transmission,reproductions,or elechonle manipulation of any portion of these drewf000N whole or in part ere to Nomads wlihoutlfm exp,ee wrtOen pumgealon of BRIDGE Ndy conceptu ho nature end will continue to be odNed throughout the c indicated ln these drawings ars property oof f the pro ecs development w1N tinlca International.All de eevven0¢1hts 0rte0mtlon oftshucturel MEP Jr.safety systema.As these erofurther refined,thenumbers win beadjusted accordingly. MIAMI BEACH,FL 33139 Page 932 of 1102 F�if._______, '' rtY ;I$Ito. EXIVING IXEE SURVEY(OFF slit) Et �n� �.� t JP--' .£, (• ri°. stunnusr.F0 lz Ir1021 vu:iaj `Br i c6 C Mel IiZltla nWl ir'.L' f[I R1 y [. r 1 .. g.'3 �..� tar .�......a.... —._��-...—... t_.___ I i. fi 4,5 �-- 9 .., '11.11--C4:-- .' 3 ,p,14?, 1.'---, k. P. 4. y�. E q ;m 0:1 it is _ i}1 Y '� Y'(?+'.4 'F ; 1 ri 5^.i1 S"'...7xlIJ ��-.4 �, • -- b yr fJ ry y J S �. .. #sT. te ....—. y e09 til+f '1.• As; w i.r ,ig r_ Of 6YY N �— d _ i 111 sdl Dr-ism •g l" %,� I a 9 '.J ° ``./ _ —y, �._- \''' S1 Ss ;L`i HC ! 1\'', `y51s d — ')\% '",, \'', ® . ,' ,�,� 5. \\,, —?...... .s..„ \'''''. 111 \,,,\11 I U --I'-j,-1 --'I c> IIX,., I k-�f. a ra•usrn — R \ ' III'Onr Nt N ::.� RJ..F F b y 1, 1 y� —— 5. v 3=E3.58 ..- .• 44� 4 — I 7 �.� �r(�' �' - ; �. - �`� lye ) - - } a t� I� ° it �—-l-§—— is C `- - i ' -- I FH -Pl.'''[ fi ti _ r mI 41 o I 1 Jfl '� :L� f7 zirn I$k - "1� ,_Dili §a 1/2, 1, 5 < —_G 1 I k x8, I `-' ig w S R V aII L — . e..� s �° " � {' fie JI:II. 1l( I 1 1I, a �s 1 Y 4-1 I- .i 1 g.. 1 :\2.1 -! ••••To ' ' iu �. 1t• 1 nal s i� • I I _ F\ i I A/K/U TECTONI A LAKES AROL ITECTONICAGE FIRST DRB SUBMITTAL ENG LAKgs, Nc. 5TH STREET BAYWALK 2g000ak Avenue,Miami,FL33133 PEDESTRIAN CONNECTOR TREE SURVEY 04/08/19 L0-005 7305.3]2.7812 F305.37.1175 No copies.transmissions.reproductions,or electronic manipulation of any portion of these drawings in whale or in part are to be made without the express written permission of BRIDGE ArquitectoNra International.All designs Indicated in these drawings are property of Arquitsctonloa International.All copyrights reserved(c)2019.The data Included in this study is conceptual in velure and will continue to be mauled throughout the course of the projects development with the eventual Integration of structural,MEP and life safety systems.As mese are further refined,the numbers will be adjusted accordingly. MIAMI BEACH,FL 33139 Page 933 of 1102 I ;u�.x. a E wsv 1 . TREE DISPOSITION SCHEDULE . ....... ...... ,. %r ir ... . ... in..MEINIIMLY g \ , FOOT N.O.W.LINE "'HV/01.11,2 ot v , .d.e,••• ,.,,. „ >, „ „e gm CPICIEFIE ar © /S:�I •'uaneaa..r.awx oanwunxm. ......r d.. ,e _ _ . ._ vi� am uEv �• 1 I egemkol. ear l /- a v 111 9 v y% i O .oL I* :•• i 11 I 11 OVIt �`-ISI FO O.W.LINE a I `t '''.4, I. ` .mw '' • O .. ........ P _ ,. ,..... ,... Vili 0000°- . r filli el I il 0 .4;,,. - —... ....- - - . ... . .... • . . .Nii,', 'VI '''`' I , C/";S° N. a fib O db, .1111 ,aktir 111 I / f ' ' iii 1 11 0 '� /f e��\ ,'` a ,. _ _ .... I - IA A '� a II q1 III _I�I ./ o a _ ,. �. 0 • 'AI 'k © li � lil ° "\ ram m v v q 4, \ trA CA v u 'r o 11 \� , V �� L� 111 O �) p - ul'il q �:'\�IV :::crVI, � AR i 1 71 A LtAKF�S AROU/TECTQNICAG 9 FIRST DRB SUBMITTAL EN INEERING, C. 5TH STREET BAYWALK 2900 Oak Avenue,Miami,FL 33133 73043721012 F305.3721175 PEDESTRIAN CONNECTOR TREE DISPOSITION PLAN 04/08/19 L1-000 Na code.,trommtsdone,reproductions,or elechoNc manipulation of any potion althea°drawings N whole ale panda to be made without the express written permission of Arqstuddy la concoptud inB1 nature and designs continue be inthese throughout the COM.ofthep projectsproperly of development International. thecopeentual hts reserved ntegration 0Tlabu data EP aIle safaet9 BRIDGE systema.As these are further reMed,the numbers will beadjusted accordingly. MIAMI BEACH,FL 33139 Page 934 of 1102 I`,1 V CHAPTER 46-61 TREE REPLACEMENT CHART li, h - REPLACEMENT TREE CATEGORY:MINIMUM SPECIFICATION CREDIT OBTAINED IN SQUARE Ii IREQUIREMENT: FEET(SO.FT.): 0110\ - Category 1 Tree Min.12'Overall Ht.,Min.2'-3'Cal. 300 Category 2 Tree MIn.10'Overall HL,Min.2'-3'Cal. 150 Il FOOT R.O.W.LINE Category 3 Tree Min.8'Overall HL,Min.2°3'Cal. 100rraM i V- .I �� ,�\ Category Palm Min.6'Clear Trunk 50 ISIMMIMAYMPIE ae 41, ��/ It, v III, ,1114.......0; ‘,.. /Art -* �'A p€ �iii (/�` CHAPTER 46 61 TREE SPECIES DIVERSITY CHART V =AL 11t *� 41 wiv Ilj' / ��\ \ mmr. REQUIRED NUMBER OF TREES 'REQUIRED MINIMUM NUMBER OF SPECIES iii rWil 01-20 m ��efii�,,.��I i/•'\�+ p iI � '� �\ 2150 4 � ► '� : 51 or greater 6 , ..0... .. .. • r4..ii : te, c>>, 1- -- I ''‘' iimp:i. 'o '14 = TREE MITIGATION CALCULATIONS :ii - 111111*-- FOOT R.O.W.LINEl - ku •'ire / REPLACEMENT TREE CATEGORY:NUMBER OF REPLACEMENT CREDIT OBTAINED REPLACED CANOPY AREA(E)BBILDINO ••,' 4., ,_ w ,r --. TREES: IN SQUARE FEET (3.3{2 saFr.REMOVED) ,/��, V / Category 1 Tree 19 300 5,700 �;I��1 �� ,/ Category 2 Tree 0 150 0 • ,,,a I N�mIGTRE S10+o,.i I I ,�`�` �ymp,.,, „ o Category 3 Tree 0 100 0 j ,o /111111111 Category Palm 33 50 1650 ...j'�I�� I —p� -��C TOTAL REPLACEMENT CANOPY AREA 73504FT: '3 v .¢' 1po vv 4.-. wir v�, � Wit lis,, II f' ' 1 o .E j lig ' If m hII s° • O p r'` 14. ti (�jl \ . 4410 P TN II iI p • � � v u I t �� \ S I" � '� i�iI 2900 ARCUI ECTONICA KNS AROU ITECTONICA O FIRST DRB SUBMITTAL EN IN ERI G, NC. 5TH STREET BAYWALK Oak Avenue.Miami) 33133 7305.3721612 F305.3721175 PEDESTRIAN CONNECTOR TREE MITIGATION PLAN 04/08/19 L1-001 No Gyle;Mannminslono,reproductions,or elemamo manipulation or any potion of these dmwings N whole or N pert ere to be made wllhout the express xenon pe0Jsslon of study Is wemptuel IInenatwn and l All will coIndicated t)u tu be modlnedd throughout drawings uttrieewree Etta projects development with the rnatIonat All eghts reservedventuallntegretlon ofishuca0al MEP endlfe tie BRIDGE systems.As those cueragherrefned,the numbers will be adjusted accordingly. MIAMI BEACH,FL 33139 Page 935 of 1102 I'I �� —„,o..nr, �� 1i1 _ _yds-P It -‘1..,,,.--..; ' :,..-- \ 1 \k \ 1 11 , \ !! Ii,. 1 ' I rroom ue Ivsr II ! -FOL WOW.LIVE sop, L :. III y 'I •"4 ' -, --------\ i_ •' III ti ” ' ----,--" / �' 1 '15, e l • ': - s .. I tl 1'V, b.:. I I IM' -- J}. y • Yr p g +Ir {} V- '� ,l \�,e �'I III.r,.�v.+ "'t %�:`ytt -FOOT it.W.UNE 1I \ ; `v'" •� � (E)BOICD070 ,, �Y 'a j tI /M I BI ^��\ ' yI\ 10,-:—!.; .ff g , 4e-- I UM NOM +y r) I I to „ r' • . 1 ..*.," I 1 giii 11 , .4. '.. '' (ti~ Ter y1 S ry ,n I. . I �r d ! !6 fl 1 Ili i ` ,I i 1 ` 411 • AR(1UITECTONICA LAICF..�S AROUITECTO IICA�'Zu;I� FIRST DRB SUBMITTAL 2900 Oak Avenue.Mlaml,FL 33733 ENGINEERING,NC. 5TH STREET BAYWALK T 305.3721512 F305.3721175 PEDESTRIAN CONNECTOR GROUND LEVEL RENDERED PLAN 04/08/19 L1-100 No copies,transmissions,reproductions.or electronic menlpWetlon of any pardon of these dnswings In thole or In pmt ere to be made x4hoM the express tMCen pemdselon of ed In thN BRIDGE mdy Is conceptual In nature anddwIll oond u ated In these drawings aro m be modNed throughout property se of projects development tab of ArquItectoNca IntematIonal All copyrights Integration ofi9.The data ebuctu al M!Pend Re safety systema.AsthesearemmarreMed,thenumbersMgbeequatedacconiNgly, MIAMI BEACH,FL 33139 Page 936 of 1102 Mi. RMICALIE IR f `° x �\ HARDSCAPE SCHEDULE Ira C 9 ax MEMOS MIPSOVEMEe SYMBOL DESCRIPTION OTY DETAIL 1 ,,�� MwW #(W L'"' , rC 1:tt'Bey:sVM=aCorBMge SASS et as.! I rmuw MT'LICA 1.2 Raaaro o.a. ,,,......f.. 7..ommval my , , IIS' FOOT B.B.W.LINE I � Y l exaI .lIII mu .I • iiZTATL=IiT MEW a a ' i< ::A= .' • — " . ...,..:,•,...401,..m......� �' :a=s � : ® - iIlk .y • li . \° �5monw.a II : , R... 0000000000. I •1.• T ...:: _:: :' � .4a `�e kv 11 d d l 4 4` V \ �` �• ,U'• _ FOOT B.B.W.LINE - \ I ,�. '' •-'•—:i%.";.„19,;!-%':,::•.'•• Il \10°' •^,. = $V • � U , • SII • ' =�° /�ps il 11111 II II O I � T_ = III I(, I• j / .r f..`\ _ I VII�� /; / ,...., • - III t I .1 II t, A z 6 � II ' I 1. II II 1 0 'I .A l':: pl SII r 4 ,. SII _\ I/I. \, III , - -` ('.rill 10 •IIS%\ II I' \'' '' \\ .1.1.`...4 ••` II II ti 0 III \'3 �\ O 29AROUITECTIVICA h. KEj AROUITECTONICAGEO FIRSTT TR B S BMIUAL K N N MING, C. 5TH Oak Avenue.Mlaml.FL 33133 7305.3721812 F30.5.372f176 PEDESTRIAN CONNECTOR GROUND LEVEL HARDSCAPE PLAN 04/08/19 L1-110 No copies,transmissions,reproductions,or electronic manipulation of any potion of Nese drawings In whole or N gartere to be made rMhout the expresswdmen permission of BRIDGE Arqutiec4Nca Imemetlonal.All designs Ndiwted In Nese drewings are property of Ar eba:tonic*international All copyrights reserved(02019.The date Included In Nis study Is conceptual In nature and won continue to be modified throughout the comae dela projects development with the eventual Integration of structural.MIP and life safety systems.As these ere further refined,thenumbesw°beadjustedaaa"Ingly. MIAMI BEACH,FL 33139 Page 937 of 1102 if 0=.. �, A0.71er, TREE SCHEDULE 1 TREES CgpE pTY BOr icALNAVECOMMON IW1E NEION0 SPREAD DSH QEMTRNO( NATIVE ORWCMTOIFRAHT LOPM111711ra ii 1 ' IRICO a COmloGerwllaG Pyem PVG. tY B'd' 2m11MOP /^'y C9 WmOa...mt..o. S.Bt6mgrmd IT�lL (amEReAua \(Vj (02 a IWdodeMrn(.rnn BMtll YvneeA 1I B' YM Yn Yw Ilø4FDOTRowuNE a amm r3IN.w euro. N.ox tr tc Pmh �� '•/ '/*4 •I,uao nuultv.avm lE 1 1\ MRS COOS NTT BOTANICAL HARE CONNON RARE HEIGHT SPREAD OBH CLEAR TRUNK NATIVE DROUGHT TOLERANT �� F�,.�., (We.Lm. CF 1T Co..... Flmde 99r.Peim iG Yn Ya 0. . II .areexL �i� iii �,I m /4'�j `� CamuP.yn90OA NO Rept Palm90.GW Yn ii 1' : : ::Q c. I ®II A. \�, t,+t. 59 a sNtlpelm.eo CaMase P.lm.le IA ad' NIA a Yn vn al 0 7 nom`. �01, � i •„‘ % 11 VW ti�Ur I • \ la era. FOOT R.O.W.LINEi. a ;`� 'wme T ...,,, ''T'Slill . is ,Ritc,, . .:9 I ill) .77411111.1 c 1141I r+��i �'�\, 4 milI I/I• '.. 1 .,'.\,', / ii f 1 ler il ' r io` 1' \�� , D 4.. IV Vi ��♦ 41 , 5 v 111 ii�.ITl o _41.5 1 ��, V N ISI--� -I1 \ S. II.'� II 1/ •' Il 111 4 . '� 111 III�� ll ° III, ,,' iv , ARh'UITECTON/CA1 LAKES A!/ UITE TONT Air F.0 FIRST DRB SUBMITTAL EN INEERING,NC. 5TH STREET BAYWALK T0007KAve2u F 305L2L99533 PEDESTRIAN CONNECTOR GROUND LEVEL TREE PLAN 04/08/19 L1-120 2900 kAven FNameFL 331 No copies,trONMnlsalorm lepIBductiam.or electronic manlpuiatIon of any padon of these drawings In whole or In pert are to be made without the express wdtlen pemdssia of BRIDGE Nqutletlmlce International.All Maned aned In these dmere e property ofAry0tedONm ImematlonaL All copyrights reserved(0)2019.The data ed ..,s this study Is anaptual In nature end wlH antlnAe to bo meddled throughout the masa of the projects development with the eventual Integration ofetru(US{MFP ens El.eatery MIAMI BEACH,FL 33139 systems.As these are further reined,the numbers w0 be adjusted acardblgly. Page 938 of 1102 I - , -.1 SHRUBS&GCVR SCHEDULE R I�( • �;, �, 70.:,..2. CO5STPLSXRUBS 5.887 of ��weed®m I 011111111f6:2,e;w°eg • TJ�= Ptig.5.,p.N•e dV 1.. B FYdI oyf RmComasaws ventre toren B.nC. ALOROVOCOVQie cemIrri m outman Z Y. \ FOOT N.O.W.LINE CM1.111=101 .041 ''''''''''' ..41.1V;11' lik 4 6.I.I. ,,a''' iLl' ' ' 1.aili: 11' ' ' ILII :go ; \�\i—� I C U Id:ORWROCOVH39 ,gas el j ctusrALSHRLIe8 •$^`8 1•_'\ �wG._ "$8105A6vem. cOMTAL onouxo � e 111( I .41,12 �,-. mora. mrniaM w.m ,.• Fs. 4400‘,0":"0-_ .4, "/ �: :,.. rA.°� / °-a ..' ®tet n wu`n1Oew'c�iauMER SII 1.1 ' lip* ` w ✓� ` �� 1° 1v.o�s""use II • 14:0,1)- y COASTAL OFt0MCCOVERB I. ,y'/ p.� 8'�e ` AI` \ • �r'.41,11)4).`"";:,r. •lm� '1/1 \` s , : P 1``A .: FOOT N.O.W.LIME B w` IBUILOINOj: o 'T: ....-.41.-::: °n • 110 1, 'P g g '..‘11.121111 C ''',Z,‘(<7, d,� '.;,,s7, - , °�°ro 7 I �\ / Vi • s% 18e �� II II / .� f a �`,� ,fit. III• A\\, \ , , ,. , . p ,,, „ ,,,,. ''� / pf '� II ./p II / qtr , rdeI� C4, II ISI /.• � II I I f/.... \ 11 II 1 ~ • n ;if, - i,8 I 1SII O \ ii 4 I AO .,,,Vp ,H. v 1 , , , L II °I I o III VI ,” ,,0 essoiel ABUUITECTOIVICA hAKF..�s ARQUITECTON/CAGED FIRST DRB SUBMITTAL ZOO Oak Avenue,Mlaml,FL 33133 N INEERING, NC. 5TH STREET BAYWALK T 305.3721812 F335.3721175 PEDESTRIAN CONNECTOR GROUND LVL SHRUBS &GCVR PLAN 04/08/19 L1-130 No cq leq transmissions,AeproduWmx orelowonle manipulation of any portion of Nese drawings N whole or In part are m be made Mama the apnea written pemdeslm of BRIDGE Amass:twice INernmloneL All desinne Wasted In Nese dreMnge ere property ofAryultectoNco m InteadoneL resented A8 copyrights reseed(c)2018.The date Included In dds sstudy ystems.As M�further and Wed,NetnuMere modlned throughout Ie course of the projects&yeopmemwMh the eventual hrtegradan of structural,MEP and He safety MIAMI BEACH,FL 33139 Page 939 of 1102 \t Parsios' add 1 err, nn i 1 i\ 1 NI*11 -riti.31.41:.. ./1116':—....,— litz:N.---- c...... a ep , O IFOOT N.O.W.LINE J .i ,'• � ZL4 ""'"'""r`-�� i ...L. ROM I y,. ren. ,,,,- 1 ' A. coAsrAisn9ua V �.� rarsrAi 79ouNOWVHis uev rG��j c+wm �e4. ttAssy III # s�d5�% S % .•. 'off r I..{�5.+®,m,u,u„ emamaa..crr000doo 1I egp: ryI �� .syspp��y II ATG%\\ \ cow �� ` 10 kVIk i y, i.uwsro s""`res III . ; L6ii" �"f`-! TTT•��'yyy.� Efn� I 8 \\ Y caAsrru.rmou� a cam. , 1/1/1" 41 kil - ii 010\ • •i"�.. FOOTRO.W.LINE e \ `�1111Z„. 'c (E►OOILOINO �� sae .; i; �,,, P. st pio ,p -1"”'/‘igi3-4-7 *1/ 411111111 Z <\<' g 4Y Wit, �� 1I 1 Zer is,, . , 0..„. fs, Pm / , ��• I ` � lib_.9 HII f `S f li d PAII I , II cIr , �A . eo. 4. 0 „ „ i i, Egi v., \ a 1 0 44" I I I %\ 1ill ,� 1 II I o III \1,‘..„,(9 0 - yap, ARLWITECTON/CAAgK 'F,�$ AROUITECTONACA _ FIRST DRB SUBMITTAL EN IN ER1NG, NC. 5TH STREET BAYWALK 2905372Avenu.305372.1173 PEDESTRIAN CONNECTOR GROUND LEVEL LIGHTING PLAN 04/08/19 L1-140 230 Oak Avenue F 9 ad,F 1775 ArdllsIte�Ira anabensmIsslord 1p O duel ns I or noln`1 t es Ipulationdexings ere oraw portico of those f nle IMNem whole 8tlo a Nw copyrights re ed�ved toj 20 eine data umwwaken m m wan of BRIDGE study la mnoeptuel In nebae and veil continue m be meddled 0eeu9heutte course did projects development with the eventual integration ofsmctrnel,MEP end We safety MIAMI BEACH,FL 33139 systems.As these are further rented,the numbers w0 be adjusted acmdlnply. Page 940 of 1102 ti \—- i ,ii II\ Ill �� 4 ti '..F; , ^L' � orryK—_.w.go.- II �i o. I 1 �.•. yy�u�e *t•. . I� f 4u�a.rc �, 1 '' ,:404'1 ryttl it "I� I• —FOOT RA.W,LINE 7 l '„,`—'`-'•2! _, y. F „� c�zAs :µ•m r �' * '"•� I. -..;..J I II S. sl I I ; . 1 1E)BIIMINO •{,,y.,; I ! • I _v \\.- FOOT RO.W.LIME ...-_ ey I V , YFo ; r f. ,f, } ' II _ /•.� 'I-..'"' i:' < ' . . 1 '411) ' .-- •••.%**':, -..„ V\ ,..-''.S-'-0 ''',-,I. ift • ,. ,, ,,„\s• „..,....„,„ \,•,.... ,, . ,,,. „:„....„..--.?. ,.., „....,...,,,,, :,,. , ,,,-., „ . , il , ,.. .,..„.„, .,, „..,.!...,..--\ • I ( 1. 11 r,�, ,. II -i• 11, I P \. I ARCUITECTONICA LAKFS A4OUITECTONICAILY! FIRST DRB SUBMITTAL 200D OA Avenue,MlamI,FL 33133 ENGINEER1 G,NC. 5TH STREET BAYWALK T 305.372.1012 F305.372.1175 PEDESTRIAN CONNECTOR 2ND LEVEL RENDERED PLAN 04/08/19 L1-200 No copies,transmissions.reproductions,or electronic menlputatlon of etry portion of these chmdsgs M stole a In pen ere to be made without the mamas shush permission of BRIDGE AryaSepadse Imemational.AO designs Indicated In these drordnga are property of AryWbetoNfa bdemadonel.All onpyrig�assented(c)2018.The date Included In We system.AStlreae�eIn rremM and r �;numbers gaoaaemfineagewdeaapmedwm the eventual mlmgmuanaraeean�.MEP and Ire aaen MIAMI BEACH,FL 33139 Page 941 of 1102 rgxnatco-£rff wl0drESAa merecounr AGSENTBASE FENVE/WANE 47.4%,r.; PAYEE .. 9401ATER f.x," 3't 6/ruauh :- �, .'ua-r A SASE PRUNED B —11=1 1=1±1 11- 1 1 1 1— R6HROIrB. -_I=1 1-1 r=11=1l-11-1 1=-1 i= =fL - I -11=11 - 111-111 11=! 1 =i1=Mil= O PEDESTRIAN CONCRETE PAVER DETAIL O SIDEWALK DETAIL TYP. SCAlES/4,1'.O SCALEN.TS. NOTE VEHICULAR RATED PAVERS IN PUBLIC RA.W CONSTRUCTION AS PER FOOT RECCADRA ATS CONCRETE PAVER,MORTAR SET. OFFSET RUNNING BOND.VEHICULAR RATED 6'111ICH CONCRETE SLAB f tailM4EV PREPARED SUBORADE VEHICULAR RATED CONCRETE SLAB SUBBASE REFER TO CIVIL FOR REINFORCF}.INT O VEHICULAR CONCRETE PAVER DETAIL SCALE 3/4,1,01 ARICUdfEC ON CRAI�AI{ $ ARQU/TECTOIICAET FIRST DRB SUBMITTAL EN INEERI G, NC. - 5TH STREET BAYWALK 00072Avenue,MlemA3313 7 .1812F308.3722. PEDESTRIAN CONNECTOR GROUND LEVEL HARDSCAPE DETAILS 04/08/19 L5-110 30ak1175 No copies,hmremORoI00s,reproduction,.or der8onie manipulation of mrypodon of these drawings hs Mille or In pert are bbe made wtthout to uprose written permits/on of BRIDGE AryWectmin lntematithese coal.AU designs Indicated In drevMgs ere property ofAryultetloNn international All copyrights reserved(02019.The data Included In Us study Is concrn�Cntuetobe g�the come of the projeomdevelopmernwmhteeventual Integra=ofdrewad.nfEFend are safety �these lI rene,tha nhre beadjusted t MIAMI BEACH,FL 33139 Page 942 of 1102 EmALC CU-STRUCTURAL SOIL.IA BREAK-OUT ZONE FROM NARROW TREE LAWN TO AOJACETST PROPERTYI°"":,'"- 1 •., - i4\ l l. r' ROOTBLLL smNL BE i- 1'Y..••1:' •-,•••• pG r v r MIN 1-esu �' ; Yes n� I ~�1`� 4 y 4t ti ROMBALL SHALL B.LBOVE ( � ��1•.Lox eDoooicTA AVE OF Ma .0 J' iy GRADE.PYLL 2"IQ"STAKE SC a `7' � �' sI1RlAP.MM E ETG.ONwE T, F t n _ ' G ..,V*.....:;., BMA;AWAY MOM TOP OF 1 -n I 8 • ••,T BALL 00 AOT LEAVE ANY VAP JL 2%2 SAKE \ 1�� 1 _x.Nr I �w ' To_ �9 •J/ • xOn BIOOEOR.NA&£ t,QN it YROrtOMIEO m!OTI :r- �. ..... \ LiH.4. S' ,l S Y ��esu 2"X2"STAKE SC' a jRy ��P 1N1RECEfC1.SON NE C 27(2' MULCH LUST BE PULLED r _� \ ,j J 15 ; VERIIC4 27v?"STAKE f, Cb E U ROOTnei� A t'SAUCER TO BE fir: /,� H x HACK 2'FROM TRF£iNUNH Ica rr�r'xm •T '..;-7:7;,,,,,4 •m' ✓ m .x4 �.S � ,�r �•e.s t'LOS 2'%2" 3}y''.4.1.1-r*'.' "flCMLm FORMED FLAMING HO.AROUND t'LONG 2"%2"STAKE c 'i.1.1� f ti f�'. k ., CER TO PE l-. Y;,;: BOA MUST BE PILLS °METER SHALL BE TWICE 1'k "' • FORMED ALL AROUND r X' P•{K 2"FAOY 11SE TRUNK THE Domini ca % lylwrw1? '—, , Iw.ILL T� I f ['METER HOLE SHALL BE TRICE tI T 1'LONG Y"%2'STNtE GRA I 11-11'�Imo.. RaLNFlLL inti "'O°�'O _ ._aJ' �I �A,ij. i i-r THE DwNET�VIAi Ron' "lin 111TOI� '�Y u:1-11-- �: GRADE a � IL11-.•-r, AV, ira J � GI ~ THE ROM..SHALL BE '11=11P=I AI 1 1 11 B-B-" I II - NI" 1 rA1.}`� y.@ _ _ 'nr. na n,rac1..1_._.____—...y_ L.___ ,. _._�_ _ I-, .....LL aAcm AT THE Bones OF =111 1 J.• • �r�— II- Ilgig � !grr�(t I(17- ME ROOT.L SHALL BE TI-I iGI�-'ll s��fl'11 508 PEOESVF.... 111E UNDISTURBED I Q,f _ tiro•a[n _ '1111 L? II PACED AT THE S"'"OF �II Tf 11 �GI_ gra. \ If 11-1-L'=11 I:-Slpl RIE UNgSNRBm _n I u _ SOIL PmESTI1UBGRlpC :A..2:11-A?YUJ...'R ¢{U[ I Na AaAa r remt,u•..•P,¢4':,sax.. O CUSSTRUCTURAL SOIL DETAIL DETAIL O SHRUB PLANTING DETAIL O MULTI-TRUNK TREE PLANTING DETAIL 1 LARGE TREE PLANTING DETAIL SCALE N.T.S. O SCALE N.T.S. awn'.KYumxOAS ED Dc / MED C 09rwE w1E n TRE CLC V.,,1. 1{>aAtlA K Fuels m A'.2RT ;i ^`J: >mso[ncna Q o�n.o{uac TYPICAL TREE PLANTING PIT , ..y� >�;� WITH CU-STRUCTURAL SOIL'S ALONG SIDEWALK so .':rJ,, ,:.N ,Z: A • w C•...:c'.r'- Pr -.,AC `J,�—a'YyYw muu UT ow DA+aw ` ...":1-;-4."e'•:"'' �rv11. ` m )•R Y �.• ROOM..SHALL BE P.M MN 1"ABOVE N K N.rq S � MIR. GRADE PILL t!'•"'•r:'n R'I I 1 r OR'IM'J)N.Y;'+-.•''••- BN DOANOTY FROM TOP IFAVE OF 272"STAKE SCREW• '• 'ARTERIALS SUCH AS TWINE. 'lt' I 9YAW H'sr VETCCAL 213"SGIR BURLAP.WIRE ETC.ON - L-'-f~ ere NS{NL [A N(MDu R00RNLL I THNI 9 RIX1 NQ 1.O:C 1'LONG 2712" N"RECYCLED MULCH. ` t_ f 4'ME IKU11hL NMT BE PULLED K ROOTER_SHALL BE �I _ -.JL_ t"I NICER TO BE K 2'FROM TREE TRUNK , PLANTED Y1V 1"ABOVE M•RM sat. FOILED ALL AROUND t flu. AWAY E. TOP OF ref-'--' /r l4 [s Y PSNH PLAITING HOLE SAUCER L� _ nM5HC0 GRADE. PULL 3 J� AP.' 1 IAS FE aanrD�� DIAMETER SW11 BE MICE t'LONG 2"x3"STARE • '•(.Jifr�r BALL 00 NOT LEAVE N11' /( l r r .40; JLC E OUYEIFBIIAS R••'. 7 ON WODEGRNABLE �1 S'p 1 N ..3..., e (RADE 2 "STAKE •.• • .:`,..**1141'44t-' WTERMLS SUCH AS MANE, 'i� ri.�/ EMU.GAGE A Aa ' MIF II 0=_�- BACKFILL VERTICAL 2YY STAKE BURUP.WARE ETC.ON /j/r_ > �}� 2 i.„=„=„.„ —1 IY.I_r^'" /7/ r i�a..sxu ... SiL."°'�► � :� n= Nnl d :3'6 �v 3 RELY„ 1 r� l ! iF rraur 11 C7. 'd"1 ME POOTBAtt SHALL BE 1'LONG 27(3" 1 3 ST BE PULLED I' / .'-' PACED AT THE BOTTOM OF U,ER To BE VI L 1 LII , / .,:-..':::-11111111111::;1111..-,..-,::.-::::; 1111111 I''I1=1.I-III I.II11 500.Pm�MBG UNDISTURBED FORMED PUNTING MIX£SAUCER 1 BALK 2"FROM iPEE TRUNK J 'W iii!!! SMT {u - • OswEIER SHALL BE TNACE V t'LONG 2"X2"STAKE W .t i'l F Y J,' ^• F'Sa0 LIA _�� THE WNEI� R•n�. sC �rEf I I .'DIAL__74"F.- � cv ar.avr_vt. 5 GRADE II 1 I _"„_1'1-71 1..__IF ,r.�_... _;.��_. _<:,... ..- :# N.Trin TLB1N9 '"—r19+yl�Ti JE ...ono. '`7 1G+ II - ••” PVLM AT ME BOTTOM OF ,...i._11_TI�i C..I',,,, ._ q�p �q t� II I t0'' -, -11 ME ROOT..SHALL BE ....u.O K..cx� AS OFRI 5:16UIF A.EV1GTm f A 1111111 =11 II 0..111.II B UNDISTURBED PtUulll_NN 501E PELSSTA� ®CUCSTRUCTRAL SOIL DETAIL ©GROUNDCOVER PLANTING DETAIL ®PALMPAPLANTING DETAIL 2 SMALL TREE PLANTING DETAIL SCALE N.T.S. O SCALE N.T.S. 71§137M7fflifin LAKES AROUITECTON/CAF " �. FIRST DRB SUBMITTAL BNG N ERI G, NC. 5TH STREET BAYWALK 2900 Oak Avemre,Mami,FL 33133 T 305.372.1812 F305.372.1175 PEDESTRIAN CONNECTOR GROUND LEVEL PLANTING DETAILS 04/08/19 L5-120 No copies.transmissions,reproductions.or electronic manipulation of any potion of Nese drawings In whole or In part aro to be made without the express written permission of BRIDGE Arquitectori ca International.All designs Indicated in Mese drawings aro property of Arquitectcoca International.All copyrights reserved 1c)2018.The data included in this study is conceptual in nature and wit 00115nue to be modified Oeougioui Ire course of the projects development with the eventual integration of structural.MEP and Ste safety systems.As these are further refined,the numbers will beadjusted accordingly. MIAMI BEACH,FL 33139 Page 943 of 1102 - \. lh I .'Re C• uaRw � it 0� \ tei. FBGT N.G.W.LINE �,,,��, I �� !,tr _ i� ti'�r541 a..s�.,,.. V Ips '' a, p e ti • moon ,/,fgj /13,,-;‘,..— . � � y II ra%nom rly • ...�� i �IPW '\ �_ 6 , ,>•�y.� R m�wwmwa /� ch© fi.:1' r �47 0 % 8. \mac / CO,lerIl aROtIROCOVmia n '�'1 y A \.. I3.00e Yj hduv '� U, tiv/Fef' `_ • /-#\ 4c+.e X8 8-s: ol d 1 V 0 4 ' r ", r>�s • r / ' ;- J00111.0.W.LINE `,Z� (E)BUILDING '�j„fo•j"•:--. ...�.:: ;_.b `,_ ___ ....... 0„I...0,i_ , ,.... .: ,4 rmerro,,._:...-.,.„,, >�,.,..I fl "Wil . j rase O 7 4Ø ; HI ; e3„„, era I •T sy h I it-i • ...--.<:-N,.. \-' c.\ . ro, -:-.5o. 11 r 7 .\.i\4 i:,,, :1.\'6\\:” '." \\\'') II .Q 0 4 :I O v Li -.AI / \ FA ..4s II —ri;) �I o Pj°� 1' I Ill \4 III �` �o�� - ` 4 o II to \ � � 14• I II t4� 'IRI 111E / r ' LAKES ARCUITECTONICA L:' L'� FIRST DRB SUBMITTAL 2800 Oak Avenue,Miami,FL 33133 EN IN ERI G,INC. 5TH STREET BAYWALK T 305.3721914 F305.3721176 PEDESTRIAN CONNECTOR GROUND LEVEL IRRIGATION PLAN 04/08/19 LIR1-100 No copies,tranamlsslons.reproductions.or electronic manipulation of any portion of mine drawings In whole or In pattere to be made vacua are express written pemdallon of BRIDGE Arguh eclonica International.Ag designs Indicated In these drawings aro property orArcuitectoalca Imemadb oneL All copyrights reserved(c)2019.The data Mudad m tits study Is conceptual m niche end w91 continue m be moaned throughout the course of the projects development with the eventual Integration ofabuctuml,MEP end gte safety systems.As ma, these a^rdharra^ned•mMI numbers be adjusted accordingly. MIAMI MIAMI BEACH,FL 33139 Page 944 of 1102 • ARIIIIITECTUN'1CA LGAK ..IS AROUITECTONICA� " w" FIRST DRB SUBMITTAL 2900 Oak Avenue,Mleml,FL 33133 EN INEERI G, NC. 5TH STREET BAYWALK 7303.3721812 F305.3721175 • PEDESTRIAN CONNECTOR GROUND LEVEL IRRIGATION DETAILS 04/08/19 LIR5-100 No copies,transmission.,reproductions,or elecVanlc manlpuie0on ofMn portion of these dewlaps In whole or In pert are to be made without the express written pem,sslon of BRIDGE AryufiICcnim IntemaponoL All designs Indicated In these drawings are property cfAryuiteGUNoa IMematlon,L All ago/rights reserved(s)2019.The data Included a Oda study Is conceptualInrmmeandwmeantinuatobemminedthroughoutmoIy. mmeprojects devawmerdwmmee.eao�imtegradonofawreaal,MEP and efesafy MIAMI BEACH,FL 33139 systems.As these are further refined,the mamba.MI ee adjusted accordingly. Page 945 of 1102