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HomeMy WebLinkAboutApplication and Suppoting Documents( 0 PUBL., n, ..cokio� Z : /. * inceerneue le eS 0 R X City ofMranri Planning Department & Office ofZoning )Agti/www m anig)v con planning l pJ/www.nDan ov.com' ning E nil eylanya@rianigov.com Planning (305) 416-1400 Zoning (305) 416-1495 RE -Zoning Application Application NOTICE This submittal needs to be schebu let bra public hearing In accordance wilt Inmellnes set forth in the City of Miami Cede. The appllcatte aecIslon-making body null renew the Intormagon at the pubec hearing to render a recommentlatl on or a final tecia on. PZ-20-8886 11/26/20 Q�w Aw_'I EW CO SUBMITTER INFORMATION Furst Name: Email: Rn rshedd@rriatrigov.com Last Name: Shedd PRIMARY APPLICANT INFORMATION First Name: Arthur Corporation: City of Miami Address: 444 SW 2nd Ave City: Miani Email: anoriega@rniamigov.com Last Name: Noriega State: Florida Tip: Phone: (305) 416-1025 33130 PRIMARY OWNER INFORMATION rust Name: Last Name: Corporation: Miami Dade County Parks Recreation and Open Spaces Address: 275 NW 2 St City: Miani State: Email: natalia neira@mianidade.gov Phone: Florida Tip: (305) 755-7800 33128 PROJECT INFORMATION Project Name: Project Address: City: Master Folio Number. llobie Beach Island Rezone 3301 RICKENBACKER CSWY Miami 0142170000020 State: Florida Unit Number: 33149 p Pi)BO nr„ SIGNATURE That under the penalty of perjury, I declare that all the infomation contained in this pewit application is accurate to the best of my knowledge. • That NO work or installation will connrme prior to the issuance of a building pewit and that all work will be perfammd to meet the regulating construction and zoning in this jurisdiction • I will, in all respects, perform work in accordance with the scope of tte permit, the City of Miami's codes and all other applicable laws, ordinances. • That all in onmation given will be accurate and that all work will be done in compliance with all applicable laws regulating construction and • That separate pewits maybe required nnless specifically covered with the subnittal ofthis application • That there maybe additional permits required fromother entities. • Fees shall be paid prior to the review and issuance ofthe pemit, as necessary. • Pewit fees are run-refiudable 0 4 M N y V P NOTICE Thla submittal needs to be scheduled for a public hearing In accordance wilt tmellnes set forth in the City of Miami Code. The applies de decision -making belly will review the intormagon at the public hearing to render a recommendation or a final dada on. PZ-20-8886 11/26/20 It•RE>Irr EW°�Qv APPLICANT OWNER / OWNER REPRESENTATIVE First Name: Signature: Date: First Name: Signature: Date: last Name: .11 et, 0.#74,0140.-"pL aor • 414 This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code. The applicable decision -making body will review the information at the public hearing to render a recommendation or a final decision. This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code. The applicable decision -making body will review the information at the public hearing to render a recommendation or a final decision. 5 This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code. The applicable decision -making body will review the information at the public hearing to render a recommendation or a final decision. 4 :."o a� PZ-20-8886 PZD-1 3301 Rickenbacker Cswy Hobie Beach Island Park Comprehensive Plan Amendment A NOTICE This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miami Code. The applicade decision-makIng bodywill renew the Information at the public hearing to render a recommendation or a final decision. 44, REVIEW CO PZ-20-8886 11/26/20 Name Description Notes PAP-1 Signed Comprehensive Plan Amendment Application PZD-1 Index PZD-2 Pre -Application Meeting Form City Application - None PZD-3 Signed LOI PZD-4 Application Analysis City Application - see staff analysis PZD-5 Existing Future Land Use PZD-6 Proposed Future Land Use PZD-7 List of all folio numbers PHO-1 Context Photo PHO-2 Context Photo PHO-3 Context Photo itg of Aliami This submRtal needs to be scheduled for a pu bdc hearing In accordance waM1 arnellnn set forth In the [Ay of Mlaml Code. The applicable decision -making body mil rc ew the information at the pu Mc hearing to render recornrnendate on or anal deon on. PZ-20-8886 11/26/20 November 24, 2020 City of Miami Commission Miami City Hall 3500 Pan American Dr Miami, FL 33133 Re: Letter of Intent — PZ-20-8886 — Comprehensive Plan Amendment for a portion of the property at 3301 Rickenbacker Causeway, Miami, Florida. Dear Members of the Commission, The Planning Director, on behalf of the Arthur Noriega, V, the City Manager, is submitting a Comprehensive Plan Amendment for a portion of the property located at 3301 Rickenbacker Causeway. This letter serves as the letter of intent for the application, ePlan file ID PZ-20-8886. The requested Comprehensive Plan Amendment would amend the Future Land Use Map by designating a portion of the property as Public Parks & Recreation. The property does not currently have a Future Land Use designation or a Transect Zone. Address Lot Size Existing FLU Proposed FLU Existing Zoning Proposed Zoning 3301 Rickenbacker Causeway 514,536 sq. ft. (11.8 acres) None Public Parks & Recreation None CS (Civic Space) The property is located along the Rickenbacker Causeway, between the mainland of the City of Miami and Virginia Key, and contains approximately 514,536 square feet (11.8 acres). The property is bounded to the north by the right-of-way of the Rickenbacker Causeway, to the east, west, and south by Biscayne Bay. The affected property makes up the southern half of small island over which the Rickenbacker crosses on its way to Virginia Key and Key Biscayne. The northern half of the island was subject to a Comprehensive Plan Amendment in 2015 for the same request to Public Parks & Recreation. The property serves as a public park, owned, operated, and maintained by the Miami -Dade County Parks Recreation and Open Spaces department. This application has a companion Rezone application, ePlan ID PZ-20-8889. In order to comply with Parks, Recreation, and Open Space Policy PR-2.1.1, the City's policy establishing no -net -loss for park space. This pair of applications is being submitted in connection with another pair of applications requesting a Comprehensive Plan Amendment and an SAP designation for the Jungle Island theme park. Those applications are filed in ePlan as PZ-19-4295 (Comprehensive Plan Amendment to change the Future Land Use from Public Parks & Recreation to Restricted PLANNING DEPARTMENT 444 S.W. 2nd Avenue, 3rd Floor / Miami, Florida 33130 / Phone: (305) 416-1400 Fax (305) 416-2156 Mailing Address: P.O. Box 330708 Miami, Florida 33233-0708 4 Commercial for 5.379 acres) and PZ-19-4392 (Jungle Island SAP, with a Rezoni acres from CS to T6-12-0). R/c4. .6.74,� Public Parks and Recreation /yiii�-- -RICKENBACKER CSVO, Figure: Existing Future Land Use Map c, O 4- Q NOTICE This eobnRtal needs to be scheduled fora pubic hearing in accordance wM1h timelines set forth in the City of Miami Cctle.The appLKl o decision-makIng body NC renew the Information al the pane hearing to render a recommendation or a final decision. PZ-20-8886 11/26/20 AN:4,REV r E1N co*NQv Public Parks and Recreation Figure: Proposed Future Land Use Map For a full analysis of this Comprehensive Plan Amendment and its accompanying documentation, see the application package and staff analysis. For questions or concerns, please do not hesitate to contact Ryan Shedd at rshedd@miamigov.com or 305-416-1315. Sincerely, eremy alleros Gauger Interim Planning Director Pl1BI. FUTURE LAND USE MAP (EXISTIN EPLAN ID: PZ-20-8886 COMPREHENSIVE PLAN AMENDMENT e� a NOTICE Thla submittal needs to be schedu led for a public hearing In ccordonce wilt hmellnes set forth in the City of Miami Code. The applica deolsion-ma king bodywill review the lnformagon at the public hearing to render a recommendation or a final decivon. Medium Density Multifmily \Reside'ntial Multifamily Residential. V V �'1 '-• - j Public Parks and Recreation PZ-20-8886 11/26/20 V REV! EW CO ' RICKENBACKER CSWY Air 4,,ever N ADDRESS: 3301 RICKENBACKER CSWY (COUNTY ADDRESS) 0 375 750 1,500 Feet PURL/ Medium Density Multifmily Residential Multifamily Residential. FUTURE LAND USE MAP (PROPOS EPLAN ID: PZ-20-8886 COMPREHENSIVE PLAN AMENDMENT N G O 4- a. NOTICE Thla submittal needs to be scheduled fora public hearing In accordance wilt hmellnes set forth in the City of Miami Code. The applies de decision -making bodywill review the informaton at the public hearing to render a recommendation or a final decivon. PZ-20-8886 11/26/20 RE v� !EW �Q co ADDRESS: 3301 RICKENBACKER CSWY (COUNTY ADDRESS) 0 375 750 1,500 Feet 4 PZD-7 PZ-20-8886 List of Folios 1.2 County Address: 3301 Rickenbacker Causeway Folio: 01-4208-000-0020 NOTICE This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miami Code. The applicade decision-makIng bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-20-8886 1 11/26/20 I Evy, co, PURL/ PZ-20-8886 500 Foot Radius 0 4- a. NOTICE Thla submittal needs to be scheduled fora public hearing In accordance wilt hmellnes set forth in the City of Miami Code. The applies de decision -making bodywill review the informaton at the public hearing to render a recommendation or a final decivon. PZ-20-8886 11/26/20 RE V� r w cot"Q BRc <<)kts, 9c�FR Hwy RICKENBACKER CSWY 5Oo Foot Radius Subject Property Parcel There are no adjacent properties within a 500 foot radius of the affected property. 2 <c'Q1 RE: 3301 RICKENBACKER CSWY-Comprehensive Plan Application/ Rezone (PZ-20-8889 and PZ-20 Calleros Gauger, Jeremy To: Garcia, Anastassia; Brown, Kemarr; Cc: Shedd, Ryan; Ellis, Jacqueline; Trone, Sue .. You replied to this message on 11/25/20, 3:16 PM. Please proceed. From: Garcia, Anastassia <ANGARCIA@miamigov.com> Sent: Wednesday, November 25, 2020 2:38 PM To: Brown, Kemarr <KBrown@miami ov.com>; Calleros Gauger, Jeremy <JCallerosGauger@miamigov.com> Cc: Shedd, Ryan <RShedd@miamigov.com>; Ellis, Jacqueline <JEllis@miamigov.com>; Trone, Sue <STrone@miamigov.com> Subject: Re: 3301 RICKENBACKER CSWY-Comprehensive Plan Application/ Rezone ( PZ-20-8889 and PZ-20-8886) Good afternoon, The survey has been submitted; however, there is no sketch, and the survey is not in compliance with the top -right corner. I was told that these permits shall be batch stamped today to comply with PZAB deadlines. Please advise. From: "Garcia, Anastassia" <ANGARCIA@miami ov.com> Date: Wednesday, November 25, 2020 at 2:02 PM To: "Brown, Kemarr" <KBrown@miamigov.com>, "Calleros Gauger, Jeremy" <JCallerosGauger@miamigov.com> Cc: "Shedd, Ryan" <RShedd@miamigov.com> Subject: 3301 RICKENBACKER CSWY-Comprehensive Plan Application/ Rezone ( PZ-20-8889 and PZ-20-8886) Good afternoon, The following projects are missing the Survey and survey sketch. Please advise if these have been intentionally omitted. Kind regards, Anastassia Garcia , MPA Planning Technician Planning Department 444 SW 2nd Avenue, 3rd Floor, Miami, FL 33130 Email: angarcia@miamigov.com NOTICE PZ-20-8886 11/26/20 HCLLvw000/ HALUWDALE RROwnr±DD m._ _ -J DAOf CO. a NORTH MIAMI BEACH BMN SUNNY ISLES uanER CUT RP nARSDUR 2 Q W O BEGIN PROJECT STA 43-h80 THIS PROJE BEAR CUT ByERNMENT ND PROJECT STA244+00 LOCATION MAP THESE PLANS HAVE BEEN PREPARED, WITH ANDAREGOVERNED BYTHE MIAMIrDADE COUNTY PUBLIC WORKS DEPARTMENT STANDARDS AND SPECIFICATIONS PARTS 1, 2 AND 3 THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DES., CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS THE FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. AND THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. AS AMENDED BY CONTRACT STANDARD DOCUMENTS, neTae6yo�nd�y It's the Law! 1-800-432-4770 Sunshine State one Call of Florida. Inc RICKENBACKER CAUSEWAY HURRICANE IRMA REPAIRS — AS —BUILT HOBIE ISLAND AND VIRGINIA KEY MIAMI—DADE COUNTY PROJECT NO. 651014 FROM: STA. 43+80 TO: STA. 244+00 an Museum &Gard s0 Q Bxl eaHiyn CrIn;�H Sister Banks Channel END PROJECT STA:152+87 BEGIN PROJECT TSTA:43+75.84 RICKENBACKER — p— CAUSEWAY FENCER-. B4acknark Q HOBIE ISLAND B*r�II BEGIN PROJECT STA:188+24 BISCAYNE BAY Miami iernatonal Boni sno.v an Q Miami Man. Sawn Miami Rong ClanQ VIRGINIA KEY \ r 6 8e44ercaas Virginiax • NV Virgir Bead PREPARED FOR MIAMI-DADS MIAMI-DADE COUNTY PARKS, RECREATION AND OPEN SPACES DEPARTMENT VICINITY MAP INDEX SHEET NO SHEET DESCRIPTION 2 COVER SHEET PLAN-1 3 PLAN-2 4 PLAN-3 5 PLAN-4 6 PLAN-5 PLAN-6 PLAN-] PLAN-8 PLAN-9 11 12 13 PLAN-10 PLAN-11 PLAN-12 PLAN-13 O ET-1 O ET-2 SURVEYOR'S NOTES 1 Ths drawing reflects our finding as per afield survey performed on 01-10-2019 PHASE I 00-15-2019 PHASE II 2 Ths As -Built s covered by Professional Liability Insurance Name T-807 I trnV1ozek s.14 B33 F Location of(2ndBRDGE1UNDER NW BE CORNERDescription 2" SQUARE CUT IN THE CONC SEAWALL UNDER BRIDGE GPS CONTROL GP, GIS PROJECT MASTER CONTROL STATION LOCALITY GREATER MIAMI HORIZONTAL DATUM NAD ATT 90A11 STATE PLANE ZONE FLA S STATION DESCRIPTION RICKENBACKER CAUSEWAY, GO EAST ON RICKENBACKEER CAUSEWAY THRU THE TOLL PLAZA AND ACROSS FIRST BRIDGE TO A PARKING LOT ON THE RIGHT TURN RIGHT AND THE RIGHT AGAIN AND THE STATION IN ON THE LEFT IN A GRASS AREA -F,10. BELOW THE PARKING AREA THE MARK IS A CONCRETE MONUMENT WITH A METRO-DADE GPS CONTROL PT BRASS DISK AND IS STAMPED " FERRE" I HEREBY CERTIFY THAT THIS ASBUILT IS IN COMPLIANCE WITH THE STANDAR. OF PRACTICE ASSET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, IN CHAPTER S1-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION ,,172.1,27, FLORIDA Proreseionel Lend Surveyor end Manner STATE OF FLORIDA DATE. 01-91-2019 PHASE I DATE. 04-13-2019 PHASE II DATE: 04-30-2010 PHASE I AND II AS -BUILT DATE: 04-30-2019 5.51 \VR 9SS00 R1-2 STA 45+95.0 OFFSET=4599' REVETMENT RESTORATION LIMITS EXISTING REVETMENT NOT TO BE DISTURBED 5.67 LEGEND FILL WITH SAND 4 PROP. CONTOURS 7.35 EXIST. SPOT ELEVATION °-13.0D I AS -BUILT SPOT ELEVATION 00 AS -BUILT ELEVATIONS / lg., 0 20 SCALE IN FEET = 20' MI MI 6.28f\.._. aT PAVE9EocE6.53 6.62 -9946- BISCAYNE BAY RICKENBACKER CAUSEWAY HOBIE ISLAND KEY MAP RE -CONSTRUCT BEACH ACCESS /1. FLUSH CONCRETE CURB. SALVAGE AND REUSE PAVERS AND RE -INSTALLED DETECTABLE WARNING. (SEE DETAIL 3 SHEET DET-2) �3a EXIST. MHWL x 0.5 60 LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 STA 48+4910 OFFSET=59.18' REVETMENT RESTORATION LIMITS STA 49+08.0 OFFSET=58.33' REVETMENT RESTORATION LIMITS MNINE' REPAIR 12' LONG 10' WIDE AS PER DETAIL 2 Tr. PAVEMENT RESTORATION, SHEET DET-2 ® STA 43+75.54 OFFSET=2854' REVETMENT RESTORATION LIMITS 219 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 1 DETAIL, SHEET DET-1 R1-2 STA 49+25.1 OFFSET=29.9B' LIMITS OF RESTORATION STA 48+90 OFFSET=28.93' LIMITS OF RESSTE7RATION R4-7 4-4 R3-1 STA 49+3713 OFFSET=20.78' LIMITS F RESTO ATION STA 50+56.87 OFFSET=30.77' 20 LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 STA 48+56.87 OFFSET=37,49' REVETMENT RESTORATION, SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 STA 49+56.10 OFFSET=28.73' LIMITS OF RESTORATION STA 123+39. 5 OFFSET=39,60 BUM POPP SPEED LIMIT 15 STA 0+00 BACK STA 123+13.77 AHEAD e° c NOTICE \" REPAIR 65' LONG 10' WIDE LF AS PER DETAIL 2 TYP. PAVEMENT RESTORATION, SHEET DET-2 STA 50+19.90 OFFSET=27.46' LIMITS OF RESTORATION EXISTING CAUSEWAY EOP LIMITS OF RESTORATION STA 123+53.45 OFFSET=28.GO LIMITS OF • RESTORATION WL REPAIR 13' LONG 10' WIDE AS PER DETAIL 2 PIP. PAVEMENT RESTORATION, SHEET DET-2 LJ NOTE. ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22%34") MIAMI DADE COUNTY, FLORID zo' 01 05/50/18 JD PLAN-1 AS -BUILT DATE: 04-30-2019 RICKENBACKER 125+00 CAUSEWAY EXISTING CAUSEWAY E0P 12-67+-0 --- 5.90 5.41 5.98 5.60 5.50 07% 619 EXISTING EDGE "-- OF PAVEMENT 6.04 MHWL MHWL LEGEND FILL WITH SAND I PROP, CONTOURS 7 35 EXIST, SPOT ELEVATION 0---13.00 I AS -BUILT SPOT ELEVATION AS -BUILT ELEVATIONS STk 125+75.08 OFFSET= 79.70 STA. 125+8510 OFFSET= 84.20 BEACH ACCESS No, 2 STA 126+12.7 OFFSET= 58.9 REVETMENT RESTORATION LIMITS MI BISCAYNE BAY RICKENBACKER CAUSEWAY HOBIE ISLAND KEY MAP RECONSTRUCT BEACH ACCESS #2. FLUSH CONCRETE CURB. SALVAGE AND REUSE PAVERS AND RE -INSTALL DETECTABLE WARNING. (SEE DETAIL 3 SHEET DET-2) STA 125+83.70 OFFSET 53.80 REPLACE DROP CURB LIMITS 126+73,01 BISCAYNE BAY 228 LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 FILL DROP CURB REPLACE DROP CURB WITH TYPE D CONC. CURB. REFER TO DETAILS 4 & 5 SHEET DET-2 REPLACED DROP CURB LIMITS STA 127+933 SET= 34.0 EXIST, MHWL STA 128+413 OFFSET= 47.4 REVETMENT RESTORATION LIMITS STA. 128+16 OFFSET= 62.9 REVETMENT RESTORATION LIMITS 68 LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL. SHEET DET-1 STA 128+743 OFFSET= 49.2 PAVEMENT RESTORATION LIMITS REVETMENT RESTORATION LIMITS REPAIR 358' LONG 12' WIDE AS PER 2 PIP. PAVEMENT RESTORATION, SHEET DET-2. 6.82 W 0. 33 - 0.39 52 6.50 "1 7.05 STA 128+97.6 OFFSET= 62,42 REVETMENT RESTORATION LIMITS 10 0 20 SCALE 1N FEET 23 LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 1 DETAIL. SHEET DET-1 NOTE. ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22.34') NOTICE a 0 O Q 90 50. 410/18 PLAN-2 AS -BUILT DATE: 04-30-2019 130+00 548 BRICK REPAIR 358 LONG 12 WIDE AS PER DETAIL 2 TYP. PAVEMENT RESTORATION, SHEET DEi-2. 31+00 RICKENBACKER STA. 131+98 OFFSET= 67.70 REVETMENT RESTORATION LIMITS 550 ASPHALT PAv _-------- -r SWALE-765- 6.24 6.00 PAVER BRICK (TVP) 6.33 0.20 6.35 STA. 132+16.70 OFFSET= 62.55 PAVEMENT RESTORATION LIMITS CAUSEWAY s.82 b\� -(-- 680 6.27 6.37♦ 6.45 PnvEa ea cR (nP) 0_ y'>' yro 6 6.570 6..648 66.65 .54 6.65 -,agatwl " 45 654 a SB yp b9p ti� tiry y9� -02 MHWL EXIST. MHWL 323 LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DEi-1 LEGEND FILL WITH SAND 4 PROP, CONTOURS 735 EXIST. SPOT ELEVATION 0__13.DO I AS -BUILT SPOT ELEVATION OD' AS -BUILT ELEVATIONS BISCAYNE BAY RICKENBACKER CAUSEWAY HOBIE ISLAND KEY MAP STA: 131+88,20- OFFSET= 79.30 REVETMENT RESTORATION LIMITS BEACH ACCESS N0, 3 RE -CONSTRUCT BEACH ACCESS 13. FLUSH CONCRETE CURB. SALVAGE AND REUSE PAVERS AND RE -INSTALL DETECTABLE WARNING: (SEE DETAIL 3 SHEET DEi-2) STA: 132+30 OFFSET= 62.60 PAVEMENT RESTORATION IMITS REPAIR 140' LONG 6' WIDE AS PER DETAIL 2 TYP. PAVEMENT RESTORATION, SHEET DEi-2. 33+00 STA: 136455.40 OFFSET= 49.56 PAVEMENT RESTORATION LIMITS CAUSEWAY EXISTING EOP 134+00 5.60 -3 570 5.54 5.95 42 6.14 EXISTING EDGE OF 5 90 5"97 -: 6 28 6.20 �� 0�5>� (1�PAVEMENT. CONCRETE , l cK CHK. 6. 7 \PAVERS (TYYP) _ _ 6.47 54 nvE 6.40 ry 6.60J�� ems` y _ 211 LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DE-1 BISCAYNE BAY 0 20 SCALE IN FEET SAND BEACH (TVP) 446WL EL 1.p3 STA: 134+23 PLAN CONTOURS (TYR) OFFSET= 81.45 STA: 134+10 �t5 OFFSET= 52.30 S5 U� REVETMENT SSpG'" RESTORATION X)03' LIMITS qN EX ST. LIGHT I35+00 XI STING TYPE "D"- 75 CONCRETE CURB. NINWL 550 45 LF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DE1-1 1nHWL NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22.634") NOTICE MIAMI DADE COUNTY, FLORID 50' 010/1JD PLAN-3 AS -BUILT DATE: 04-30-2019 RICKENBACKER CAUSEWAY RE -CONSTRUCT BEACH ACCESS WITH SAND. PAVERS AND CURBS. REPLACE DISPLACED PAVERS. STA 137+2654 OFFSET= 43.9] • • 136+00_____________ -137 04 5.78 6.30 STA 136+80 OFFSET= 62.20 Q 50 LF OF REVETMENT I RESTORATION. SEE REVETMENT -TYPE 2 DETAIL. SHEET DET-1 MATCH 5.95 6 STA 137+96 STA 137+56.40 OFFSET= 53.20 OFFSET= 44.40 M STA. 138+53 OFFSET= 54.20 --- - ------A6P LT PAW/111.1.11111111 65 Alraal 5. r DBAD 6 00 ICI KK KEY MAP EXIST. MHWL 7.50 7.32± Ao 5.425.47 O 5.7n 5.56 5879 STA: 138+91.89 OFFSET= 62.10 REPLACED 12 L.F. O PAVEMENT AND LIMEROC BASE 12 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 STA 139+15 OFFSET= 65.0 BISCAYNE BAY BENCH ROAD SPEED L WILT 15 RE -CONSTRUCT BEACH ACCESS WITH SAND, PAVERS AND CURBS. REPLACED DISPLACED PAVERS. STA 140+88 30 STA 140+99 OFFSET= 10433 OFFSET= 106.25 7.2C 140-F13.42 --141 +4 7.1OW 6.25 -�I .OS 5.84 5.60 ��*fle_ -�5. 90 __ • 11:1111111111. 5.60 • STA 140+69 OFFSET= 119.0 LEGEND FILL WITH SAND PROP. CONTOURS 7.75 EXIST. SPOT ELEVATION `}-13.00 AS -BUILT SPOT ELEVATION ADM' AS -BUILT ELEVATIONS SCALE IN FEET 66� 6.5 37 •.48 e° c NOTICE \" 5.70± EXISTING REST ROOMS STA: 141+20 OFFSET= 134.80 BEACH ACCESS N0, 5 52 LF OF REVETMENT RESTORAT ON. SEE REVETMENT -TYPE 2 DETAIL SHEET DET-1 u, z 66 NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22%345 MIAMI DADE COUNTY, FLORID 224501 05/10/1 JO PLAN-4 """283.-______APPROXIMA7E LIMITS OF SEA GRASSES -8 STA. 142+71,73 OFFSET= 179.63 STA 143+45.28 OFFSET= 167.41 VW TIN EXIST CAUSEWAY EDGE OF PAVEMENT, TYP. NORTH CAUSEWAY SHORELINE SURVEY 76 LF OF REVETMENT RESTORATION. BASELINE. SHOWN FOR REFERENCE TOP OF BANK EL. +6.00, PURPOSES ONLY TOE EL 0.00, (SEE REVETMENT -TYPE 3, SHEET PET-M 142+00 EXIST. CAUSEWAY EDGE OF PAVEMENT, TYE 15' S1_ H2-3 6.17 4'W CATCH BASIN RIM ELEV.= 5.15' 6.00 \ SWAL515 _ 5.40 � 5.40 6,50 / 7 Kw- 6.92 taltatatagiVe STA 141+7950 OFFSET= 115.48 REPAIR 12 LF AS PER DETAIL 2 TYE PAVEMENT RESTORATION, SHEET DET-2. EX ST Lr" T / MEN at 6.74 6.48 MNWL 111111LEE MHWL I� STA. 142+19,75 OFFSET= 105,90 REPAIR 20 LF AS PER DETAIL 2 TVP. PAVEMENT RESTORATION. SHEET DET-2. STA 142+37.66 OFFSET= 95,60 STA 142+99.80 OFFSET= 125.70 67 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DE-1 STA: 142+99,80 OFFSET= 125.70 EXIST. MHWL 36+31.89 TOP OF REVETMENT. EL. 6.0 TRAFFIC SOLAR UNIT. CONTRACTOR TO ENSURE THE UNIT 15 LEVELED AND ADJUST E NECESSARY. -------- �0 / H▪ 2- -4 EXIST. CAUSEWAY STORM PIPES TYP E-1 20 RECREATIONAL ACTIVITY"54 634 C223000 SF_ 24-111 MHWL �h k STA, 143+40.65 OFFSET= 119.80 ARMORFLEX LIMITS. EXIST. 18" OUT FALL APPROXIMATE LIMITS OF SEA GRASSES 0 59 0.5% STA. 144+3916 OFFSET= 116.16 ARMORFLEX LIMITS. 35 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 1 DETAIL, SHEET DE7-1 81 6764 5.96 5 60+ 21 LEGEND MIA FILL WITH SAND PROP. CONTOURS 735 EXIST. SPOT ELEVATION AS -BUILT SPOT ELEVATION x3 �0 AS -BUILT ELEVATIONS RICKENBACKER CAUSEWAY 5.96 6.43 EXIST. MHWL BEACH ROAD SPEED L INIIT 15 0.89 6 "ASPHALT PA 7.87 BISC4YNE BA RICKENB CKER CAUSEWAY NOBLE ISLAND (Th KEY MAP 7.78 7.75 70 / ° �-I 7.25 755 6.62 6 q 7.00 7"22i75'187' 6.43 6.24 5.79 6.06 40 6.40 'S N STh 145+68.66 OFFSET= 131.16 RE CONSTRUCT BEACH ACCESS WITH SAND, PAVERS AND CURBS. REPLACED DISPLACED PAVERS. REPAIR 145 LF AS PER DETAIL 2 TYP. PAVEMENT RESTORATION. SHEET DET-2. AS -BUILT DATE: 04-30-2019 10 0 20 SCALE IN FEET e ONLY 5 SWA ■ NOTE. ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22'x341 0 2 =56. 01 05/10/1 PLAN-5 M6-1 M1-8 RICKENBACKER CAUSEWAY f �Z RE -CONSTRUCT BEACH ACCESS WITH SAND, PAVERS AND CURBS GRASSY AREA +00 a 91 STA 147+48.46 OFFSET= 107.25 7,20 7 5.60 / ND BEACH (Kg. STA 147+57.10 OFFSET= 125.10 53 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 1 DETAIL, SHEET DET-1 STA 147+58.50 OFFSET= 106.95 PRE-CONST•UC=ON SEAGR STA 149+1330 OFFSET= 83.30 REPAIR 20 LF AS PER DETAIL 2 TYP. PAVEMENT RESIGRATIOME SHEET pEI2. 8,18 7.40 8.10 2UC ION SE'G TA. 147+9430 OFFSET= 111 ,30 OMIT 2Y Othe2=) R5-1 37 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 1 DETAIL. SHEET DET-1 GRASSY AREA 7,08 6.97 6.87 6.85 0 PAVER BRICK (rvP) STA 151+12 50 9,55 OFFSET=93 30 9.45 STA 150+76.60 OFFSET= 92.70 6.45 0 s Poe. Band Rw) , � � s^ x a P 0 SANE BEACH (T P)."2 STA 148+13.79 OFFSET=94.60 e EL. 1.7 A: 149+12,30 OFFSET= 108,96 42 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 STA 148+85,50 OFFSET= 97.90 34 LF REV TMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 R1-2 R3-5 0 20 SCALE 7N FEET 6.32 40 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL. SHEET DET-1 STA 149+73,95 OFFSET= 108,30 LEGEND FILL WITH SAND 4 PROP. CONTOURS 7,35 EXIST. SPOT ELEVATION 5R--13.00 AS -BUILT SPOT ELEVATION +300 AS -BUILT ELEVATIONS A AS -BUILT DATE, 04-30-2019 PAVER BRICK (rvP) 151+00 STA 151+40 OFFSET= 91.82 END OF ROAD CLASS II REFL 85 LF OF REVETMENT RESTORATION. SEE STA 152+44,10 REVETMENT -TYPE 2 DETAIL, SHEET DE7-1 OFFSET=37,10 6.01 CURB E/P STA 151+93.20 OFFSET= 72.90 5.78 5.66 REPAIR 30 LF AS PELB DETAIL 2 TYP. PAVEMENT RESTORATION, SHEai6 DE.-2. STA 151+08.70 OFFSET= 116.01 EXIST. MHWL - 40 LF OF REVETMENT RESTORATION, SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 117 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 BISCAYNE BAY RICKENBACKER CAUSEWAY NOBLE ISLAND KEY MAP 5,57 PAVER BRICK MP) 2 96 c. ES 5.76 6.04 4• z 41 STA 152+30.65 OFFSET= 72.90 STA 152+11.70 TA 152+ OFFSET= 93,44 OFFSET= 9 CURB E/P CURB E/P REMOVED ALL DEBRIS, INCLUDIN FRAGMENTS OF CONCRETE STRUCTURES, RE GRADE UNIFORMLY AT +5.00, FILL WITH BEACH SAND AS REQUIRED. NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22F234") NOTICE Q 91 =20' 01 05/50/te PLAN-6 188+02 112.22525 88 � 65� 12.73 11.8. 2.60 121 12.60 12.50 4 -18" PIPE- ----_--_-� 12.72 12.601 12.93 12.83 ..5526 _LT P 1285 12.05/ Ni 0 953% 11,75 11.63 N6WL KEY MAP SWALE 11 40 %WIEME '121-212-10.60 1010 189+00.08 0*1 4 7,35 e-3.00 x300 LEGEND REPLACE EXISTING SOIL STABILIZATION GEOBLOCK AND REPLACE WITH CONC, ARMORFLEX DAMAGED CURB. GUTTER PAVER OR DISPLACED RIPRAP AND EROSION FILL WITH SAND EXIST. CONTOURS PROP. CONTOURS EXIST. SPOT ELEVATION SPOT ELEVATION AS -BUILT ELEVATIONS 9.95 9.97 9.05 6,6 EXISTING SHORE LINE PROTECTION REVETMENT MHWL AS -BUILT DATE. 04-30-2019 8.00 STA 192+27.30 OFFSET= 41.50' BEACH SAND FILL. RESTORATION LIMITS M6WL EXIST. MHWL I I � 8.58 6.12_ EXISTING REST R00MS 5.37± STA 192+72.32 OFFSET= 1,15.97' LIMITS OF ARMORFLEX 8.63 MATCH TO EXIST. ASPHALT 8.46 8.35 STA 193+17.90 OFFSET= 166.13' BEACH SAND FILL. RESTORATION LIMITS 1,1 0 20 SCALE IN FEET 1' = 20' 5.90 6.06 STA 194+6356 OFFSET= 17160' LIMITS OF ARMORFLEX NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (2 534") Q 0 O r, 20 224501 05/10/18 DRAM. Ip PLAN-7 LEGEND REPLACE EXISTING SOIL STABILIZATION GEOPLOCK AND REPLACE WITH CONC. ARMORFLEX 7.35 DAMAGED CURB. GUTTER PAVER OR DISPLACED RIPRAP AND EROSION FILL WITH SAND EXIST. CONTOURS PROP. CONTOURS EXIST. SPOT ELEVATION 0--13.00 SPOT ELEVATION +3p0 AS -BUILT ELEVATIONS BISCAYNE BAY KEY MAP IPE 36" EXFIL. PIPE ---------- 6.82 6 80 195+00 05 STA 194+63.56 ♦ OFFSET= 17160' 4•7777 LIMITS OF ARMOR8bI ** n STA 194+74.40 ♦ 'y OFFSET= 18950' BEACH SAND FILL. 2 RESTORATION LIMITS 44 363 ♦ s� � 930 STA 195+23.10 OFFSET= 171.82' LIMIT RFLEX STA 195+81.20 OFFSET= 160.72' BEACH SAND FILL RESTORATION LIMITS 95+99.60 5.55 OFFSET= 147.12' 5279 LIMITS OF ARMORFLEX STA 196+20.95 OFFSET= 166.15' BEACH SAND FILL. RESTORATION LIMITS EXIST. 15' OUTFACE PIPE AS -BUILT DATE: 04-30-2019 64 STA 196+82.90 OFFSET= 177.22' BEACH SAND FILL RESTORATION LIMITS 36" EXFIL PIPE�� 142402 192400 15" PIPE 5'X13' RAMP 5.30 AT 6,79 i1.12 MAX.) 5.70 __—_- 5.45 IL 5.78 5.-00 _.—SWALE---� 5,50g Q- 5 73 5.97 542 5.79 MHWL EXIST. MHWL) BISCAYNE BAY 6 65 EXIST. 15" OUTFACE NOTICE L _JFILLED NEW DEH 5.30± SHACELL SAANDND 6.72 CONC. ARMORFLEX 5.20/ co- S-3 ,0 6,34 82 FOOD AND BEVERAGE m 2,400SF. SCALE 7N FEET 1"=20' 6.58 NOTE: ALL SCALES INDICATED PERTAIN 10 FULL SIZE DRAWINGS (22'x34") 5655 =20 224501 05/10/18 DRAM. jp PLAN-8 AS -BUILT VOL - 555 00 SWALE 5gt DATE: 04-30-2019 3' m ■ FOOD AND BEVERAGE 'E .2,400SF. TO REMAIN XISTING 8 m■ 63 • STA 199+28.60 OFFSET= 172.90' BEACH SAND FILL. RESTORATION LIMITS LEGEND REPLACE PAVEMENT WITH CONC. PAVERS DAMAGED CURB, GUTTER PAVER DR DISPLACED RIPRAP AND EROSION FILL WITH SAND 4 EXIST, CONTOURS PROP. CONTOURS 3,35 EXIST, SPOT ELEVATION e°5-13.00 SPOT ELEVATION ,900 AS -BUILT ELEVATIONS 86-782 ,STA 205+0136 57A 204+96 23 __ B77S1 L= 41.U6-__OEFSFS-5395 REVETMENT ESIORATION LIMITS 206+00 BO 201400 STA. 201+55,80 OFFSET=87.80 PLAN CONLOURS (XW2 + 4.05 STA 201+17.20 OFFSET= 166,50 BEACH SAND FILL RESTORATION LIMITS PRE-CONSTRUCWOR MEAGRASS 23171,1R RICKENBACKER CAUSEWAY 227+22 BEACH SAND FILL. -RESTORAIIOIN-UMLLS_ L EXIST, MHWL 202+00 STA 202+23.90 OFFSET= 15410' REACH SAND FILL, RESTORATION LIMITS Migil' Jrr: MHWL RICKENEACKER CAUSEWAY EXIST. MHWL - 208+00 so STA 204+07.10 STA 204+51.63 -70 OFFSET- 65.99 OFFSET= 44.90' 5 OFFSET= STA 204+6969..45' CURB E/P, PRC, CURB RP., PT.. INT. - -TOPE -0-EHRIR ANB 14 FLUSH CONC. CURB. STA 204+95.90-, -OFFSET=-4MM+ CURB E/P 55L STA 203+81,66IOVIOr■�® i5� RI OFFSET= 55.15' 1M■� . CURB E/P STA 203+61..70 OFFSET= 74.05'0.59 STA 203+5'.99 OFFSET= 84,90' PAVEMENT RESTO:+ i, LIMITS STA 203+995 OFFSET= 138.90' BEACH SAND FILL RESTORATION LIMITS STA 203+01.70' OFFSET, 92,60 URB E/P, INT. RISC 7 209+00 STA 209+37,04 STA 208+93.88 OFFSET-- 53,80' REVETMENT RESTORPARFOFT BMWS- OFFSET- 61.60 OSTA 203+82.15 FFSET= 7756' CURB E/P. PC. STA 203+81.60 OFFSET= 92,66' CURB E/P, INT. STA 204+67,95 OFFSET= 66.90' BEACH SAND FILL. RESTORATION LIMITS REPLACED 50 L.F. OF CONC, CURB, AND REPLACED CONC, PAVERS PAVEMENT, LIMEROCK BASE AND SUBBASE, REINSTALLED PAVERS AS PER DETAIL 2 PIP, PAVEMENT RESTORATION, SHEET DET-2 20 SCALE IN FEET = za' -r_rz _ Erik._Edy"ter % m MHWL ‹D KEY MAP ,177 STA 209+37.04 OFFSET= 61.60 REVETMENT _�°_ RESTORATION LIMITS ---- {r �4r-riir Q ■ ■ NOTICE asbody.M 72. 501 0. ' 0s/10/1e JO PLAN-9 STA 210+60.01 OFFSET= 36.80 CONCRETE FLUSH CURB KEY MAP 10. LIGHT (ABANDONED) • - -• NLAL 1 AS -BUILT DATE, 04-30-2019 LEGEND OWL REPLACE PAVEMENT WITH CONC. PAVERS DAMAGED CURB. GUTTER PAVER OR DISPLACED RIPRAP AND EROSION FILL WITH SAND 4 EXIST. CONTOURS M PROP. CONTOURS 7,35 EXIST. SPOT ELEVATION °--13.00 SPOT ELEVATION 1300 AS -BUILT ELEVATIONS 2107415, -21-84210 EXIST. MHWL BISCAYNE BAY EX ST. LIGHT (ABANDONED) EX ST. LIGHT STA 213+96.8 OFFSET= 61.65 BEACH SAND FILL. RESTORATION LIMITS RE -CONSTRUCT BEACH ACCESS. FLUSH CONCRETE CURB. SALVAGE AND REUSE PAVERS AND RE -INSTALLED DETECTABLE WARNING. (SEE DETAIL 3, SHEET DET-2) EX ST. LIGHT _ STA LIGHT _ -----____ _ • 5.00 5 5 5,10 -SWALE Q Z C2 Q 50 09 5.8m 3r5.90 10 0 SCALE IN FEET 20 EXIST. ASPHALT PATHWAY BISCAYNE BAY EXIST. DMA 0 STA 218+30.60 OFFSET= 120.10 25 LF OF REVETMENT RESTORATION, SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 (ABANDONED) 212402 STA 219+08.15 OFFSET=10542 5.22 STA 218+77.33 OFFSET= 123.23 STA 218+98 BEACH SPND FILL. OFFSET-122.80 RESTORATION LIMITS 25 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 BETAIL, SHEET DET-1 5.45 STA 219+21.06 OFFSET=126.99 STA2-34-98§9-- ---- 0FF5ET= 50.70 REVETMENT -REST88A-ROD -61144T4 - -- STA 219+20.55 OFFSET- 54+555-- PAVEMENT RESTORATION LIMITS --- 5.20 2 565 -'_ 56� 5.3 47 _ = T 0 59 5 21 0.39 -- ',�� �..s CONCRETE CURB TYPE D MHWL PAVEMENT, BASE AND REVETMENT RESTORATION AS PER DETAIL 2 TYPICAL PAVEMENT RESTORATION, SHEET DET-2 STA 219+17,90 OFFSET=106,92. Ek S LIGHT STA 219+27.40 OFFSET=128.15 BEACH SAND FILL. RESTORATION LIMITS STA 219+68.89 OFFSET-11556 PAVEMENT RESTORATION LIMITS 222}1r 19 STA 214+61.50 OFFSET= 68.60 BEACH SAND FILL. RESTORATION LIMITS REPAIR 65 LONG 4' WIDE AS PER DETAIL 2 TYPICAL PAVEMENT RESTORATION, SHEET DET-2 5.25 STA 221+ OFFSET=f TA 220+45.70 OFFSET=1 110 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 222,00 V u� /0, 0 20 SCALE /N FEET N ■ ~441 STA 220+283] EX BURR. 5EL, OFFSET=11204 1 PAVEMENT 1 RESTORATION LIMITS 0' - A 99 4- I _M 94- ___� 487 467 485 AO\� 4. 77 5.37 STA 221+31.50 MTFFSET-12150 WL 35 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 530/ 5.63 • ■ • Z -M ■ ■ 09 ■ Q • NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22'+34'9 NOTICE E 1"420- 01 ' 05/104110. PLAN-)0 • • ■ ▪ EX 5T. LIGHT -(ABANDONED) -- -�n+ar-- ------------------- ♦-- • i ■ 4 rX-BtI fiTEt 0.3% 5.Ep STA 222+38.40 OFFSET=128.02 BEACH SAND FILL. RESTORATION LIMITS EX ST. LICH EX BURR. TEL. 0 5.41 5 5.37 50 9¢, 0 SWALE 5.42 5.134.92 - 7 5.25 5.17 5,35 5.63 s sz b\1 STA 222+4230 OFFSET=115.65 13 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL. SHEET DET-1 • ■ ■ / 545 STA 228+00.60 OFFSET=88.70' BEACH SAND FILL. RESTORATION LIMITS EX ST. LIGHT (ABANDONED) 4 Q STA 228+9.64 OFFSET=113.85 BEACH SAND FILL. RESTORATION LIMITS MATCH LINE --_2zxwa HWL EXIST. MHWL oe- - --- f,�LiRrr-ray -1�---- --- --- -ER Sr_ZILHS__ -BURR-TEC c. 5.57 75 STA 224+46.80 OFFSE1=128.60 0 5% 525 STA 226+10.01 5.38 112 LF OF REVETMENT RESTORATION. SEE OFFSET=106.61' $ REVETMENT -TYPE 2 DETAIL, SHEET DET-1 5.54 4.85 4.97 4.86 4900 4.83 4.70/ SWALE 5.45 STA 224+•:: OFFSET=9758 BEACH SAND FILL. RESTORATION LIMITS 85 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL. SHEET BET-1 EX ST. LIGHT (ABANDONED) 2314.00 f---- _ ------L----- BOr dx SL UGH- Ex BURR. TEL 4 55 �EXIST. ASPHALTPATHWAY�� 5.53 5.65 0.3% 5.60 REFER TO PLAN-10 FOR ADDITIONAL LEGEND INFORMATION LEGEND DAMAGED CURB. GUTTER PAVER DR DISPLACED RIPRAP AND EROSION FILL WITH SAND 4 EXIST. CONTOURS 4 PROP. CONTOURS 7.35 EXIST. SPOT ELEVATION +31300 AS -BUILT ELEVATIONS STA 229+05.02 OFFSET=115.40' BEACH SAND FILL. RESTORATION LIMITS AS -BUILT DATE: 04-30-2019 4.87 03- 587 5 15 4.88 4.93 5.30 5.27 5.75 0 3% ;16.11 N 5.90 ��STA 230+ ,70 OFFSET=81.70' BEACH SAND FIL�L0.. RESTORATION LIIu{FIS KEY MAP STA 230+28.55 OFFSET=107.84' BEACH SAND FILL. RESTORATION LIMITS \STA 225+71.30 OFFSET=117.16 STA 225+8050 OFFSET=136.70' _2275ns S45°4561 STA 226+9. BO OFFSET=115.75 BEACH SAND FILL. RESTORATION LIMITS 60 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 60 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 2 DETAIL, SHEET DET-1 BISCAYNE BAY 10 20 SALE IN FEET /" = 20' MATCH LINE 233+00 1 __ - EX ST. LIGHT- -APPROXIMATE LOCATION-OC -• EX BURR. TEL RXIST-TLpSH CURF - - - -" 5.17 REPLACED WITH TYPE "D" ■ CONCRETE CURB AS PER ■ so5 DETAILS 4 N s SHEET ■ .oET-2 a '- /■- ■ �- SWAMF--y 5.70 5.47 5.45/ EXIST. MHWL BISCAVNE BAY 30 LF OF TYPE 1 REVETMENT RESTORATION. SEE 1 TYPICAL REVETMENT DETAIL, SHEET DET-1. STA 231+78.16 OFFSET=103.20' Ad_ 5.35 5.02 SMH TA 232+13.50 STA 232+01.96+ rSrr14276 - OFFSET=104.80' REMOVED VENDOR SITE E. (REMOVED GEOTEXTILE, GEO-BLOCK, ANCHORS AND RESTORE SAND) GRADE FILL TO MATCH EXISTING. STA 233+16.0 5.05 OFFSET.92 5.3 10 0 ■ ■ b■Ln Ih 20 SCALE IN FEET = 20' MATCH LINE STA 233+13.20 OFFSET=14829' NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22"x34") NOTICE aaCity :M MIAMI DADE COUNTY, FLORIDA =20' 224501 Os/ 0/1JO PLAN-11 LI ■ • AS -BUILT DATE: 04-30-2019 EX ST. LIGHT (ABANDONED) 25,00 235+W -EXIST. ASPHALT PATHWAY-„„ I GHT-- TEL. 5.15 236+00 4.71± 4.83 \ 497 4.65 5 05 5.17 5.10 CONCRETE CURB 5.30 5.57 5.6 522 TYPE B LIMITS OF --A% 5.37 5.50 ARMORFLEX & .7 5.33 "R,26 5.42 N 5.88 • ■ • STA 234+13.10 • OFFSET=137.41' • LIMITS OF ARMORFLEX EXIST. MHWL BISCAYNE BAY S-4 5.000 S.F. FOOD AND BEVERAGE AREA BISCAYNE BAY STA 235+30.75 OFFSET=137.32' LIMITS OF ARMORFLEX STA 235+44.30 OFFSET=117.90 6.05 STA 235+66,90 OFFSET=119.40' 76[4L RICKENBACKER CAUSEWAY 4.50 30 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 1 DETAIL, SHEET DET-1 5.30 23,00 EL -1�=-SX BURfF TEL EX BURR. TEL. 5.74 548 0,3± 5.88 5.80 55.55 5 62 1 LEGEND REPLACE EXISTING SOIL STABILIZATION GEOBLOCK AND REPLACE WITH CONC. ARMORFLEX DAMAGED CURB. GUTTER PAVER OR DISPLACED RIPRAP AND EROSION FILL WITH SAND 074 STA 236+90.42 OFFSET=148.90' 25 LF OF REVETMENT RESTORATION. SEE REVETMENT -TYPE 1 DETAIL, SHEET DET-1 5.55 STA 237+13.62 OFFSET=154.50' 5.06 L 83 S-5 2,400 S.F. FOOD & BEVERAGE STA 237+65.70 AREA OFFSET-176. 0' LIMITS OF ARMORFLEX 4.50 GE-k ST. LIGHT 5.08 4.90 STA 238+44.30 OFFSET=178 20' LIMITS OF ARMORFLEX 5.35 6 5.50b 2394 Q 1n STA 238+69.50 J OFFSET=181.42' _ 25 LF OF REVETMENT RESTORATION. SEE Q REVETMENT -TYPE 2 DETAIL, 51 SHEET DET-1 UDD NOTE: /0 0 20 ALL SCALES INDICATED SCALE IN FEET PERTAIN TO FULL SIZE DRAWINGS (22'x34 ) NOTICE 2- 07? < Q • d w Q � < w w _ U w Q < O Q Z U 8J EL w U � w = MIAMI DADE COUNTY, FLORIDA R, 05224501/1/18 JO PLAN-12 2,9400 --W 5.35 S27 �5201 4,85 4.95 STA 238▪ +69.50 OFFSET=181.42' MATCH PAVER BRICK (0,) 03% 04% 5.'^ PLAN CONTOURS (TyP) 5.07 5.08 STA 240+27,80 OFFSET=151.41' 60 LF OF REVETMENT RESTORATION. SEE REVETMENT —TYPE 1 DETAIL, SHEET DET-1 RICKENBACKER CAUSEWAY BISC4YNE BAY VIRGINIA KEY KEY MAP REPAIR 55 LONG 4' WIDE AS PER DETAIL 2 TYPICAL PAVEMENT RESTORATION, SHEET DET-2241+00 SAND e'G$CH 0,P) EXIST, MHWL --- 4.65 STA 240+44 37 OF SET=154.03' 61a f 5,92 0.39 k 6,10 ~ ry STA 241+05,40 'OFFSET=189,98' MNW 10 0 20 SCALE IN FEET 1"=20. j x —a2 hl 516+ 5, 38 6.00 5.90 5.84 STA 240+63.90 OFFSET=192.15 RICKENBACKER J SE WAY EXIST, ASPHALT PATHWAY \510 1 SWALE 90 5.54 STA 242+25,0 OFFSET=184.05' 5.53 125 LF OF REVETMENT RESTORATION. SEE REVETMENT —TYPE 1 DETAIL. SHEET DE1-1 BISCAYNE BAY AS -BUILT DATE: 04-30-2019 240. STA 243+45,9 OFFSET=159.42' 5.96 5.05 SWALE 515 5.21 SWALE 9 5.31 5.00 �Wt s4,+oo LEGEND EXIST. REVETMENT DAMAGED CURB. GUTTER PAVER DR DISPLACED RICRAC AND EROSION FILL WITH SAND 4 EXIST. CONTOURS 1 PROP. CONTOURS 7,35 EXIST. SPOT ELEVATION SPOT ELEVATION EXIST. TREE �500 AS —BUILT ELEVATIONS 4.95 4.62 NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22%34') (!1 Q EL • Q W Z Z � U Q Q Q WLLJ Q • Z j Q Z U W EL W CL U � MIAMI DADE COUNTY, FLORIDA 2B. JO PLAN-13 1 FT. SHOULDER, TYP. CAUSEWA SLOPE 2.1 TO FORM A SCALE. FINISH SCALE WITH PENSACOLA BAHIA SEEDS AVERAGE DIFF. 0.58' GRADE TO MEET EXISTING EXIST. GRADE n12" CONCRETE FLUSH CURB W/ (2) 5(( BARS CONTINUOUS CONTRACTOR MUST USE WATER PROOF LINER TO PROTECT THE WASHED ROCK WHEN POURING CONCRETE. NOTES: 1. PROPOSED CROSS SLOPE TOWARD THE CAUSEWAY, AWAY FROM BEACH. USE 1% SLOPE UNLESS OTHERWISE NOTED ON GRADING PLANS. 2. ELEVATIONS ON THIS DETAILS ARE REFERENCED THE EXISTING BEACH SIDE ROAD EDGE OF PAVEMENT. BACKFILL AS REQUIRE. USE GRANULAR FILL 457 COMPACT TO 95% DENSITY. TYPE 1 REVETM 'T, BEACH EL.-0.13 E/P EL.+0.00 REFERENCED SOLDIER COURSE ALONG ALL TO EXIST. E/P EDGES. TYP. ELEVATION rr PERMEABLE CONCRETE PAVERS �(UNI-ECO STONE) iN 'co o-J NOTES H1 1 LEVELING SAND OVER REPAIR AS FOLLOWS: NON -WOVEN GEOTEXTLE 1, CONSTRUCT TRENCH FOR TOE OF REVETMENT, 6" THICK 1" TO i" WASHED ROCK BASE OVER WOVEN 2. INSTALL NON -WOVEN FILTER FABRIC. GEDTEXTILE. USE PROPER GEOTEX GT-464 OR APPROVED EQUAL 3. CONSTRUCT REVETMENT WITH ONE LAYER DF 24 EXISTING SUBGRADE INCHES TO 30 INCHES DIAMETER LIMESTONE BDULD TYPICAL PERMEABLE PAVEMENT ROAD SECTION MAINTENANCE ROAD STA. 203+85 TO 214+04 SCALE: 1 = 2' LIMITS OF LEASE AREA 6-6 10'-6" 6" LAYER OF CRUSHED EXIST. LEASE BOUNDARY LIMITS SHELL SAND TO REMAIN +6.0 +5.0 +4.0 +3.0 +2.0 +1.0 BACKFILL AND GRADE UNIFORMLY WITH BEACH AND +1.7 MHWL GEO-BLOCK SYSTEM FILLED WITH 3" COMPACTED CRUSHED SHELL SAND TO BE REMOVED. AND REPLACED WITH SAND. PROP. TYPE "D" CONC. CURB WOVEN GEOTEXTILE EXIST. 5 FT. STAINLESS TO BE REMOVE EXISTING FLUSH CURB TO BE ▪ STEEL CABLE ANCHOR, TVP. TO BE REMOVED. ▪ REPLACED WITH NEW TYPE "D" RB Y PICAL DETAIL FOR REMOVAL OF BEACH FRONT &Ns°SHEET DEri oET"I 4 ONCESSION SITE E-4 STA. 232+15 TO 233+13 SCALE: 1' = 2' PROPOSED GRADE PROFILE EXIST, GRADE PROFILE ;/ NON -WOVEN �///// TOE OF REVETMENT GEOTEXTLE (ELEV. VARIES) CREST OF REVETMENT 2 TO 2.5' DIA LIMESTONE BOULDERS CREST OF REVETMENT PROPOSED GRADE PROFILE EXIST. GRADE PROFILE 2'TO25' DIA LIMESTONE BOULDERS NON -WOVEN GEOTEXTILE MOo 4'TO fi BEACH SAND FILL PROPOSED GRADE PROFILE ,/- EXISTING GRADE BEACH SAND FILL PROPOSED GRADE /- PROFILE EXIST. GRADE PROFILE TOE OF REVETMENT (ELEV. VARIES) A REVETMENT -TYPE 2 HEIGHT GREATER THAN 1' EXIST. PROFILE VARIES. BACKFILL WITH SAND ♦ ,1.I3 MHW ;666,> .60.00 NOV REVEM NT WITH 2' ��� TO 3 DIA. STONES REVETMENT —TYPE 3 0 TYPICAL REVETMENT REPAIR DETAIL NOTE: ALL SCALES INDICATED PERTAIN TO FULL SIZE DRAWINGS (22'634") NOTICE :b W* PZ-20-8886 11/26/20 A.' 224501 66, OS/10/16 DET1 REMOVE PAVERS TO MAKE REPAIR AND REINSTALL UNIFORMLY FOLLOWING THE EXISTING ROAD CROSS SECTION GRADE AND SLOPE. EXIST, CURB SAWCUT LINE EXPOSE 18" EXIST. (2) E5 BARS EXPOSE 18 EXIST. (2) A'S BARS 2' PLUS DAMAGE AREA TYPE 'D" REINFORCED CONCRETE CURB W/ (2) E5 BARS, (TVA.) SOLDIER COURSE ON ALL EDGES. PIP. REINSTALLED PAVERS 1" LEVELING SAND EXIST. PAVERS EXISTING BASE LIMITS OF RESTORATION LIMITS OF RESTORATION SAWCUT LINE INSTALL REVETMENT TYPE I CURB TO BE REPLACED AS RESPIRED PLAN VIEW 8X12" REINFORCED CONCRETE CURB W/ (2) R5 REBAR REPAIR LIMITS LIMITS BEACH YPE "D' REINFORCED CONCRETE CURB W/ (2) 15 BARS, (TYP.) REMOVE PAVERS TO MAKE REPAIR AND REINSTALL UNIFORMLY FOLLOWING THE EXISTING ROAD CROSS SECTION GRADE AND SLOPE. EXIST. CURB TO BE REPLACED AS REQUIRED 117 DISTANCE VARIES NSTALL NEW SEE PLAN NON -WOVEN CONSTRUCT 8" THICK LIMEROCK CONSTRUCT ,2" THICK HOMOGENEOUS GEOTEXTI LE BASE, COMPACTED TO 98% MAX. SUBGRADE MIXED AND STABILIZED TO F.B.V. DENSITY PER AASHTO T-180, OF 50 P 51. MIN. AND COMPACTED TO A MIN. OF 98% MAX. DENSITY (CBR 30 MIN) INSTALL REVETMENT TYPE I CONCRETE PAVERS BEACH RESTORATION AREA SECTION VIEW 0 s TYPICAL PAVEMENT RESTORATION DETAIL REPAIR FOR EXPOSED CONCRETE CURB AND DAMAGED PAVEMENT REPAIR NOTES #2 1. REMOVE DEBRIS SALVAGE THE CONCRETE PAVERS TO BE REUSED. 2. CHIP -OUT CRACKED CONCRETE CURB ALL AROUND EXPOSED STEEL 3. SAWCUT TO MEET NEW CURB. 4. CONSTRUCT NEW LIME ROCK BASE TO BE COMPACTED TO 100%. 5. FORM THE CURB AND USE BONDING AGENT TO ADHERE NEW CONCRETE WITH EXISTING CURB. 6. POUR 6" LENGTH OF CURB. ]. RESUME THE CONSTRUCTION OF THE NEW TYPE D CURB. 8. REINSTALL REVETMENT. REFER TO DETAILS ON SHEET REP-1. CROSSWALK SECTION SCALE ," = z' EXIST, ROADWAY CONCRETE PAVERS. YELLOW DETECTABLE WARNING 4" THICK CONCRETE SLAB, (TYP.) SOLDER COURSE AROUND ALL EDGES. TYP. ONCRETE PAVERS e'X12" REINFORCED CONCRETE CURB W/ (2) INSTALL 15 RE BAR REVETMENT TYPE I REFER TO TYPICAL PAVEMENT RESTORATION DETAIL (SEE DETAIL 2 THIS SHEET) FOR BASE. WOVEN GOETDCHLE. USE PROPER GEOTEX GT- 4X4 OR APPROVED AS EQUAL USE ENTIRE WIDTH. EXIST. 8 FT. CROSSWALK • : ®.00 uuIuuluuIuIuull uIuIuuIuuIuuIuuIuIuuIuIIuuIuII MEE w_ w NM. minim TIMM XIS. TYPE D" CURB DROP CURB BEACH 'STALL NEW NON -WOVEN GEOTEXTILE REPLACED AST TO 12"X12" FLUSH CONC. CURB EINFORCED CONCRETE W/ (2) R5 BARS 0 CONCRETE CURB TYPE D — PRE -FABRICATED YELLOW DETECTABLE WARNING SET IN CQNCTRETE 1/2 R DETAIL USE ARMOR -TILE OR /APPROVED EQUAL O6 DETECTABLE WARNING NTS TABLE OF JOINTS TYPE LOCATION OPEN JOINTS AT P.C. AND Pi. OF CURVES JUNCTION OF EXISTING OR NEW SAWED JOINTS AT 10 FEET ON CENTERS. 1/2" EXPANSION JOINT WHERE CURB ABUTS TO OTHER CURBS AND SIMILAR STRUCTURE 1/4" 1/2 R Rs' 1/ " PREMOLDED EXPANSION JOINT MATERIAL /2" TYPE 'A' TYPE 'B' TYPE 'C YELLOW DETECTABLE WARNING (OPEN TYPE JOINTS) (SAWED JOINTS) (EXPANSION JOINTS) OVER CONCRETE 0 3 TYPICAL BEACH ACCESS PAVEMENT RESTORATION DETAIL SC LE= 1=2 -RESORATION DISTANCE VARIES SEE PLAN NEW (2) 5 BARS CUT AND REMOVE STEEL NEW TYPE D CURB 8 SPLICE LIMITS OF RESTORATION SAWCUT TOP AND SIDES, 2" TYP. (((''' EXIST. TYPE D CURB SAME SPLICE TO BE USED FOR CONVERSION OF FLUSH CURB TO TYPE D CURB EDGE OF PAVEMENT BEYOND CHIP, EXPOSE EXIST. (2) /5 STEEL AND REMOVE BARS CONCRETE ON DAMAGED AREA SIGN CONCRETE JOINT DETAILS NTS MIN. SIGNS TO BE 3' MIN FROM BIKEPATH AND ROADWAY (TVA.) 5' MIN. FINISH GRADE O4 CONNECTION REPAIR CONCRETE CURB TYPE D DETAIL— FRONT V E SCALE= =1 IGN PLACEMENT NOTE: DETAIL ALL SCALES INDICATED P RTAIN TO FULL SIZE DRAWINGS (22'234") NOTICE :va PZ-20-8886 11/26/20 TYPICAL REPAIR DETAILS DEB' 224501 05/10/18 REA" JD DET2 DOWNTOWN / BRICKELL NET Contact Contact Name Address Zip Code District 2 The Honorable Ken Russell 3500 Pan American Dr. Miami, FI 33133 City of Miami, Planning Department Jacqueline Eillis - Chief of Land Development 444 SW 2 Ave 3rd floor Miami, FL 33130 Dade Heritage Trust Christine Rupp, Executive Director 190 SE 12th Terrace Miami, FL 33131 Brickell Homeowners Association Natalie Brown, Communications Director P.O. Box 45-2403 Miami, FI 33145 Downtown Development Authority Executive Director 200 S. Biscayne Blvd. #2929 Miami, FL 33131 Flagler District BID Terrell Fritz 25 SE 2 Ave. Suite# 240 Miami, FI 33131 Omni-Dowtown CRA Jason Walker, Executive Director 1401 N. Miami Avenue Miami, FL 33136 Venetian Causeway Neighborhood Alliance Diana Martinez, President 1030 North Venitian Drive Miami,FL 33139 Brickell Area Association Mercy Perez, Administrative Secretary 1395 Brickell AVE Suite #108 Miami, FI 33131 500 Brickell Juan Carlos Pulido, President 55 SE 6th Street, Suite # 1104 Miami, FL 33131 One Thousand Venetian Way Condominiums, Inc. Morton Ehrlich, President 1000 Venetian Way, Miami FL 33139 North Miami Avenue Preservation Association Christopher Macleod, President 1035 N. Miami AVE #401 Miami, FL 33136 Fininvest Simon Karam, President 6255 SW 133 Street Miami, FL 33156 The River Front Master Association, Inc. Michael Dubas 92 SW 3rd Street # 100 Miami, FL 33130 Spring Garden Civic Association Ernie Martin 1000 NW North River Drive #114 Miami, FL 33136 Miami River Marine Group Mark Bailey 3033 NW North River Drive Miami, FL 33142 Miami River Commission Brett Bibeau 1407 NW 7th Street, # 2 Miami, FL 33125 Downtown Neighbors Alliance Amal Sohl Kabbani, President 50 Biscayne Blvd. #4910 Miami, FL 33132 First Miami Presbyterian church Martin Mola, Property Manager 609 Brickell Avenue Miami, FL 33131