Loading...
HomeMy WebLinkAboutApplication and Supporting DocumentsCity of Miami Planning Deparhnent & Office of Zoning http//www.ntiamigov.com'planning http://www.rniarnigov.conitzoning E-mail: eplanpz@nianigov.com Planning: (305) 416-1400 Zoning (305) 416-1495 Exception Application In This submittal needs to be schedu Led bra public hearing accordance wilt timelines set forth in the City of Miami Code. The applicade decsion-making body ndll renew the Intormagon at the pubec hearing to render a recommended on or a final decia on. PZ-21-1 1532 11/04/22 SUBMITTER INFORMMATION First Name: Email: Gabriel gbrito@miamigov.com Last Name: Brito PRIMARY APPLICANT INFORMATION First Name: Gabriel Corporation: City ofMiani DREAM Address: City: Email: 444 SW 2nd Ave Miani gbrito@niamigov.com Last Name: Brito State: Florida Tip: Phone: (305)416-1460 33130 PRIMARY OWNER INFORMATION Fist Name: 0 Corporation: City of Mimi Address: 444 SW 2nd Ave Miami abustamante@niamigov.com City: Email: Last Name: 0 State: Florida Tip: Phone: (305) 416-1436 33130 PROJECT INFORMATION Project Name: Project Address: City: Master Folio Number. Virginia Key Boat Ramp and Trailer Parking 3501 RICKENBACKER CSWY Miani State: 0142170000110 Florida Unit Number. Zip: 0 33149 SIGNATURE 0 PUBL./ nr That under the penalty ofperjury, I declare that all the infometion contained in this penrt application is accurate to the best ofn ' knowledge. • That NO work or installation will conmence prior to the issuance of a building permit and that all work will be perfonred to rivet the s regulating construction and zoning in this jurisdiction • I will, in all respects, perform work in accordance with the scope of the permit, the City of Miami's codes and all other applicable laws, ordinances. • That all information given will be accurate and that all work will be done in compliance with all applicable laws regulating construction and zo • That separate peuiuts may be required unless specifically covered with the submittal of this application. • That there may be additional permits required from other entities. • Fees shall be paid prior to the review and issuance of the pemit, as necessary. • Permit fees are non-refundable NOTICE Thla submittal needs to be scheduled for a public hearing In accordance wilt tmellnes set forth in the City of Miami Code. The applicable decision -making body will reoewthe intormatlon at the public hearing to render a recommendation or a final dada on. PZ-21-11532 11/04/22 . 44 V 'I EW CC Q APPLICANT OWNER / OWNER REPRESENTATIVE First Name: (7!I4i F(.., Signature: Date: /, y2q ( 7ri Last Name: First Name: 3.76,k)t -7i Signature: 6- 1' Date: /V Last Name: 1 KCI TECHNOLOGIES K C I ENGINEERS I PLANNERS I SCIENTISTS I CONSTRUCTION MANAGERS June 18, 2021 MIAMI MARINE STADIUM/ARBORIST REPORT Scope of Work: Arborist Report, Photo Report, Disposition Chart and Plan showing existing vegetation in immediate vicinity of proposed construction work. Arborist report and photo report by: Gerald Behan ISA Cert FL 6234A, TRAQ, LIAF, FNGLA SITE OF SURVEY This eobmi tal needs to to scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Mlaml Code. The applica decision-makIng body...AIL renew the Information al the public hearing to render a recommendation or a final decision. LOCATION SKETCH (NOT TO SCALE) PZ-21-11532 11/04/22 The trees included in this report were evaluated by KCI Technologies Inc. on a visit to the site performed on June 11, 2021. The approximate locations of these trees and palms can be found on 'Specific Purpose Survey' by KCI Technologies, Inc. dated March 25, 2021. The Tree Disposition Chart includes tree number, botanical name, common name, measurements, condition, and recommended radius of tree protection zone of trees that are greater than 10" in dbh. Trees and Palms were rated Good, Fair and Poor. The individual tree assessment and recommendations is included on the photograph section. Please do not hesitate to contact me if you have questions or need additional assistance Regards, Gerald Behan — ISA, FNGLA, LIAF ISA Cert FL 6234A Landscape Inspector KCI TECHNOLOGIES INC. 6500 N. Andrews Ave. - Fort Lauderdale, FL 33309 gerald.behan@kci.com o: 954.776.1616 m: 954.234.1002 www.kci.com MIAMI MARINE STADIUM BOAT RAMP, 3501 RICKENBACKER CAUSEWAY MIAMI, FL 33149 TREE DISPOSITION CHART x- u' 4e Q. TREE NO. BOTANICAL NAME COMMON NAME DBH (IN.) HEIGHT (FT.) (APPROX.) CANOPY SPREAD (FT.) (APPROX.) CONDITION DISPOSITION NOTICE Thlssubmidal needs to to scheduled for a public in accordance withtimelines se[ torah in me c Miemtcme. meapplicude tlecision-making be re8ewihe Inbnnatnn at the public hearing to n T-1 CONOCARPUS ERECTUS GREEN BUTTONWOOD 8.75 71 10 GOOD REMOVE recommentlation orahnal tlecia on. T-2 CONOCARPUS ERECTUS GREEN BUTTONWOOD 8.5 13 ]0 GOOD REMOVE (PPZ-21-1 1 532 49�� 1 1/04/22 7 T-3 CONOCARPUS ERECTUS GREEN BUTTONWOOD 9 12 15 GOOD REMOVE T-4 AVICENNIA GERMINANS BLACK MANGROVE 2 10 6 GOOD REMOVE T-4A LAGUNCULARIA RACEMOSA WHITE MANGROVE 2 6 3 GOOD REMOVE T-5 AVICENNIA GERMINANS BLACK MANGROVE 17 13 17 GOOD REMOVE RE V,EW C° T-6 COCCOLOBA UVIFERA SEA GRAPE 5 12 15 FAIR REMAIN T-7 CONOCARPUS ERECTUS GREEN BUTTONWOOD 18 20 22 FAIR REMAIN 70 FT RADIUS ON THE WEST SIDE ONLY T-8 LAGUNCULARIA RACEMOSA WHITE MANGROVE 20 22 30 GOOD REMAIN 10 FT RADIUS ON THE WEST SIDE ONLY T-9 CONOCARPUS ERECTUS GREEN BUTTONWOOD 19 22 30 FAIR REMAIN 15 FT RADIUS ON THE WEST SIDE ONLY T-10 AVICENNIA GERMINANS BLACK MANGROVE 10 10 20 GOOD REMAIN 20 FT RADIUS ON SOUTH SIDE T-11 CONOCARPUS ERECTUS GREEN BUTTONWOOD 21 23 30 GOOD REMAIN 20 FT RADIUS ON SOUTH SIDE T-72 CONOCARPUS ERECTUS GREEN BUTTONWOOD 9 21 15 GOOD REMAIN T-13 COCCOLOBA UVIFERA SEA GRAPE 24 18 18 FAIR REMAIN 20 FT RADIUS ON SOUTH SIDE T-l4 CONOCARPUS ERECTUS GREEN BUTTONWOOD 21 17 30 GOOD REMAIN 20 FT RADIUS ON SOUTH SIDE T-I5 AVICENNIA GERMINANS BLACK MANGROVE 21 20 32 GOOD REMAIN 20 FT RADIUS ON SOUTH SIDE T-16 AVICENNIA GERMINANS BLACK MANGROVE 5 19 15 GOOD REMAIN T-17 AVICENNIA GERMINANS BLACK MANGROVE 12 19 20 GOOD REMAIN 20 FT RADIUS ON SOUTH SIDE T-18 AVICENNIA GERMINANS BLACK MANGROVE 6 22 20 GOOD REMAIN T-19 CONOCARPUS ERECTUS GREEN BUTTONWOOD 16 22 35 GOOD REMAIN 20 FT RADIUS ON SOUTH SIDE T-20 CONOCARPUS ERECTUS GREEN BUTTONWOOD 37 18 25 GOOD REMAIN 20 FT RADIUS ON SOUTH SIDE T-21 SABAL PALMETTO CABBAGE PALM 18 22 17 GOOD REMAIN T-22 COCOS NUCIFERA COCONUT PALM 8 25 15 FAIR REMAIN T-23 SABAL PALMETTO CABBAGE PALM 8 20 5 POOR REMAIN T-24 COCOS NUCIFERA COCONUT PALM 6 20 12 POOR REMAIN T-25 SABAL PALMETTO CABBAGE PALM 11 9 6 FAIR REMAIN NOTE: REMOVALS ARE ACCOUNTED FOR IN THE FOLLOWING PERMITS: FDEP: ERP 13-306513-011-EI, USACE: SAJ-2011-01666 (SP-NML), DERM: CLI-2019-0015 hearing Tynf dY will ntlere KCI TECHNOLOGIES INC. MIAMI MARINE STADIUM BOAT RAMP, 3501 RICKENBACKER CAUSEWAY MIAMI, FL 33149 TREE # 1 Conocarpus erectus, Green Buttonwood, DBH = 8.75", Height = 11', Canopy Spread = 10', Condition = Good, Disposition = REMOVE. Multi trunked small tree. TREE # 3 Conocarpus erectus, Green Buttonwood, DBH = 9", Height = 12', Canopy Spread = 15', Condition = Good, Disposition = REMOVE. Multi trunked small tree. 1 This submittal needs to be schedu led for a public healing In accordance wilt tlmellnes set forth in the City of Miami Cede. The applies de decision -making body ...AIL revlewthe informagon at the public hearing to render a recommendation or a final decia on. PZ-21-11532 11/04/22 TREE # 2 Conocarpus erectus, Green Buttonwood, DBH = 8.5", Height = 13', Canopy Spread = 10', Condition = Good, Disposition = REMOVE. Multi trunked small tree. TREE # 4 Avicennia germinans, Black Mangrove, DBH = 2", Height = 10', Canopy Spread = 6', Condition = Good, Disposition = REMOVE. Multi trunked small tree. Roots intermixed with Tree #4A and under the canopy of Tree #3. KCI TECHNOLOGIES INC. MIAMI MARINE STADIUM BOAT RAMP, 3501 RICKENBACKER CAUSEWAY MIAMI, FL 33149 TREE # 4A Laguncularia racemosa, White Mangrove, DBH = 2", Height = 6', Canopy Spread = 3', Condition = Good, Dispo- sition = REMOVE. Multi trunked small tree. TREE # 6 Cocoloba uvifera, Sea Grape, DBH = 5", Height = 12', Cano- py Spread = 15', Condition = Fair, Disposition = REMAIN Spreading small tree, canopy intermingled with surround- ing tree canopies. This submittal needs to be sc hedu Led for a public hearing in accordance with timelines set forth in the City of Miami Code. The applica de decision-rna king bodywill reblew the information at the public hearing to render a recommended on or a final dec K on. PZ-21-11532 11/04/22 TREE # 5 Avicennia germinans, Black Mangrove, DBH = 17", Height = 13', Canopy Spread = 17', Condition = Good, Disposition = REMOVE. Multi trunked small tree. TREE#7 Conocarpus erectus, Green Buttonwood, DBH = 18", Height = 20', Canopy Spread = 22', Condition = Fair, Dispo- sition = REMAIN. Multi trunked small tree. Tree has been topped at approximately 18" height and regenerated with multiple branches. KCI TECHNOLOGIES INC. MIAMI MARINE STADIUM BOAT RAMP, 3501 RICKENBACKER CAUSEWAY MIAMI, FL 33149 TREE # 8 Laguncularia racemosa, White Mangrove, DBH = 20" , Height = 22', Canopy Spread = 30', Condition = Good, Disposition = REMAIN. Multi trunked small tree. This tree needs to be pruned on its west side to 10' from the trunk to remain inside the tree protection zone. This should give construction activity plenty of room and avoid damaging the trees. TREE # 10 Avicennia germinans, Black Mangrove, DBH = 10" , Height = 10', Canopy Spread = 20', Condition = Good, Disposition = REMAIN. Multi trunked small tree. This submittal needs to be schedu led for a public healing In accordance wilt tlmellnes set forth in the City of Miami Cede. The applies de decision -making bcdy will revlewthe informagon at the public hearing to render a recommendation or a final decia on. PZ-21-11532 11/04/22 TREE # 9 Conocarpus erectus, Green Buttonwood, DBH = 19", Height = 22', Canopy Spread = 30', Condition = Fair, Dispo- sition = REMAIN. Multi trunked small tree. Tree has been topped at approximately 18" height and regenerated with multiple branches. Multi trunked small tree. TREE # 11 Conocarpus erectus, Green Buttonwood, DBH = 21", Height = 23', Canopy Spread = 30', Condition = Good, Disposition = REMAIN. Multi trunked small tree. KCI TECHNOLOGIES INC. MIAMI MARINE STADIUM BOAT RAMP, 3501 RICKENBACKER CAUSEWAY MIAMI, FL 33149 TREE # 12 Conocarpus erectus, Green Buttonwood, DBH = 9", Height = 21', Canopy Spread = 15', Condition = Good, Disposition = REMAIN. Multi trunked small tree. TREE # 14 Conocarpus erectus, Green Buttonwood, DBH = 21", Height = 17', Canopy Spread = 30', Condition = Good, Disposition = REMAIN. Multi trunked small tree. This submittal needs to be schedted for a pubic healing In accordance with timelines set forth in the City of Miami Code. The applica de decision-rna king body will revlewthe lntomaton at the pub!c hearing to render a recommendation or a final decia on. PZ-21-11532 11/04/22 TREE # 13 Cocoloba uvifera, Sea Grape, DBH = 24", Height = 18', Can- opy Spread = 18', Condition = Fair, Disposition = REMAIN. Spreading small tree, canopy intermingled with surround- ing tree canopies. TREE # 15 Avicennia germinans, Black Mangrove, DBH = 21" , Height = 20', Canopy Spread = 32', Condition = Good, Disposition = REMAIN. Multi trunked small tree. KCI TECHNOLOGIES INC. MIAMI MARINE STADIUM BOAT RAMP, 3501 RICKENBACKER CAUSEWAY MIAMI, FL 33149 TREE # 16 Avicennia germinans, Black Mangrove, DBH = 5" , Height = 19', Canopy Spread = 15', Condition = Good, Disposition = REMAIN. Multi trunked small tree. TREE # 18 Avicennia germinans, Black Mangrove, DBH = 6" , Height = 22', Canopy Spread = 20', Condition = Good, Disposition = REMAIN. Single trunk small tree. This submittal needs to be schedted for a public hearing in accordance with ti mehnes set forth in the City of Miami Code. The applica de decision -making bodywill renew the infonnalon at the public hearing to render a recommendation or a final deem on. PZ-21-11532 11/04/22 TREE # 17 Avicennia germinans, Black Mangrove, DBH = 12" , Height = 19', Canopy Spread = 20', Condition = Good, Disposition = REMAIN. Multi trunked small tree. TREE # 19 Conocarpus erectus, Green Buttonwood, DBH = 16", Height = 22', Canopy Spread = 35', Condition = Good, Disposition = REMAIN. Multi trunked small tree KCI TECHNOLOGIES INC. MIAMI MARINE STADIUM BOAT RAMP, 3501 RICKENBACKER CAUSEWAY MIAMI, FL 33149 TREE # 20 Conocarpus erectus, Green Buttonwood, DBH = 37", Height = 18', Canopy Spread = 25', Condition = Good, Disposition = REMAIN. Multi trunked small tree. TREE # 22 Cocos nucifera, Coconut Palm, DBH = 8", Height = 25', Canopy Spread = 15', Condition = Fair, Disposition = REMAIN. Thin trunk and small canopy This submittal needs to be schedted for a public hearing in accordance with ti mellow set forth in the City of Miami Code. The applica de decision -making bodywill renew the lntomaton at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 TREE # 21 Sabal palmetto, Cabbage Palm, DBH = 22", Height = 22', Canopy Spread = 11', Condition = Good, Disposition = REMAIN TREE # 23 Sabal palmetto, Cabbage Palm, DBH = 22", Height = 22', Canopy Spread = 11', Condition = Poor, Disposition = REMAIN KCI TECHNOLOGIES INC. MIAMI MARINE STADIUM BOAT RAMP, 3501 RICKENBACKER CAUSEWAY MIAMI, FL 33149 TREE # 24 Cocos nucifera, Coconut Palm, DBH = 6", Height = 20', Can- opy Spread = 12', Condition = Poor, Disposition = REMAIN Thin trunk and small canopy, Chlorotic, Potassium deficiency This submittal needs to be schedted for a public hearing in accordance with ti mellow set forth in the City of Miami Code. The applica de decision -making bodywill renew the lntomaton at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 TREE # 25 Sabal palmetto, Cabbage Palm, DBH = 11", Height = 9', Canopy Spread = 6', Condition = Fair, Disposition = REMAIN Recommendations: Remove all invasive exotics such as Australian Pine, Washingtonia Palm, Scaevola, Portia Tree (seedlings) and Brazilian Pepper. Remove existing riprap seawall around trees by hand where possible to not destroy roots. Under an ISA certified arborists supervision, prune the west side of tree #8 to 10' from trunk to keep within the tree protection zone. Remove boats and trash from tree protection zone. Any roots severed by construction activity must be cut cleanly with a saw and 12 inch long sections of the cut roots, showing the clean cut, are to be retained inside the tree protection zone. KCI TECHNOLOGIES INC. ,ti /* f oONC BOAT RAMP TO LISHED (BY OTHERS) (BYOTHERS) OSCONC BOAT RAMP VralijmendiUmperaillal nctral ow - '' EXISL EDGE OF PR KE\ I'Iiii \ EXIST. DEMOLISHED ( OTHER, RIP-RAP BY S RECOMMEND TO REMOVE PIE -PAP WALL BY HAND N THIS LOCATION N METAL TE (TIP) 0 ASPHALT 3501 RICKENBACKER CAUSEOVA" TREE PROTECTION BANTER \ ,EDGE 0f WATER SAND � ELECTRIC CABINET ASPHALT • \ \• • Note: Details and mitigation calculations were shown on sheets 1 and 2, but have now been removed due to current information. LANDSCAPE TABULATION OF QUANTITIES TREE SYMBOL MN (EA, BOTANICAL NAME COMMON NAME SIZE MAINTAINED IGHF REMARKS OBH TOT.. AUORE4VATIONS: . INCH, FT . FIXIT, HT. HEM, ,FR . SPREAO, GT . (LEM TRUNK CAL . GAUP, 0 C. . CENTER 5F A SOC.. FENT AT A NATHAN FORM GRAPHIC SCALE DATE REVISIONS DATE GAS(SHOWN1 SCALE EMLD O DRAWN BY R D.0 CHECKED BY T.M c z cx� ow z4 o< Y Q AT F m V ao P, w 0 Q z A PORTION OF SECTION 17, JWNSHIP 54 SOUTH, RANGE 42 EAST INIA KEY, MIAMI-DADE COUNTY, FLORIDA SHEET NO. 1 OF PROJECT NO 512100916.00C TREE DISPOSITION TREE/PALM ## * EXIST TREE/PALM EXIST TREE/PALM LEGEND NUMBER TO REMAIN WO TO REMOVE EXIST. CONC BE DEMOLISHED BOAT OTHERS) 30E3 DOCK WALL TO BE P DEMOLISHED(BY OTHERS) RECOMMEND TD REMOVE RIP —RAP WALL BY HAND IN THIS LOCH ION NOTE: REMOVALS ARE ACCOUNTED FOR IN THE FOLLOWING PERMITS: FDEP: ERP 13-306513-.011-Et. USAGE: SAI-2011-0166E (SP-NML(. DERM: CLI-2019-0015 (BYOTHERS) OSC NC. BOAT RAMP T-9 T-8 T-7 T-10 T-12 T- T-13 T-15 T-14 3501 EIC<ENBACKER CAUSEWAY 1 T-16 T-20 T-18 T-19 PROTECTIONTREE R LOCATE BEYOND TPZ,RRYP TREE PROTECTION BARRMR -- - -0 \ /EDGE OF WATER LANTIO DEADEN' E } \ °PLAN DETAIL° °TREE BANDING DETAIL° Thlo dotoll to recommended In skuatIone where other bee protection deNceocen not be nerd. NOTICE GRAPHIC SCALE ° WOOD BARRIER DETAIL ° DATE DATE 06/18/2021 SCALE BOOK SHOWN FIEL DRAWN BY D.0 CHECKED BY T.M A PORTION OF SECTION 17, JWNSHIP 54 SOUTH, RANGE 42 EAST INIA KEY, MIAMI-DADE COUNTY, FLORIDA SHEET NO, 1 OF 1 PROJECT NO 512100916.00C Table of Contents (PZD-0) Virginia Key Boat Ramp and Trailer Parking 3501 RICKENBACKER CSWY 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 body ...AIL renew the information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 PAP-1 EXCEPTION APPLICATION PZD-1 LETTER OF INTENT PZD-3 MIAMI DADE PROPERTY APPRAISER SUMMARY REPORT PHO-1 BOAT RAMP PHOTO 1 PHO-2 BOAT RAMP PHOTO 2 PHO-3 BOAT RAMP PHOTO 3 Olitg of 4iiianti FRANCIS SUAREZ Mayor May 13, 2022 is Plan Lakisha N. Hull, AICP, LEED AP BD+C Planning Director City of Miami 444 SW 2nd Avenue, 3rd Floor Miami, Florida 33131 This aubm ttal needs to he scheduled bra public hearing In accordance wbh timelines set forth in the City of Miami Code. The applica tie decision -making body ...AIL renew the information at the public hearing to render a recommendation or a final decision. Re: Virginia Key Boat Ramp Launch & Trailer Parking, D2 / 3501 Rickenbacker Cswy / Letter of Intent for Exception Submittal Dear Ms. Lakisha Hull: The Department of Real Estate & Asset Management (the "Applicant") respectfully submits the enclosed Exception application for your review and approval for the development/construction of a boat ramp and trailer parking area at the property located at 3501 Rickenbacker Cswy, (the "Property"), as depicted in the enclosed site plan, prepared by TY LIN International (the "Plans" or "Project") dated 06/03/2020. We are seeking an Exception for the ingress into the Historic Marine Stadium Basin and/or other requirements of Miami 21 and the Virginia Key Master Plan. Please be advised that the Exception requested has not been reviewed through the pre -application process. Specifically, this letter describes the following: • Property address, folio number, and description of the property. • Existing and proposed uses on the property. • Proposed square footage of the exterior area and include aggregated square footage. • Temporary parking area and future development of the parking area in conformity with the 2019 Master Plan. • The requirement of HEPB Board Approval per HEPB-2008-56 Virginia Key Boat Ramp / Traile I. PROPERTY INFORMATION The Property is located on waterfront property, fronting the Virginia Key B of Historic Ralph Middleton Munroe Marine Stadium owned by the City of Mi "City"). The stadium facility was designed by Hilario Candela and it was built in 19 land originally donated to the City of Miami by the Matheson family. The stadium was built for the purposes of hosting powerboat racing and other special events. This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applica decision-mahing body...AIL renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 The Property sits on a waterway parcel located between the Rickenbacker Marina and Marine Stadium; it is accessible through Rickenbacker Cswy. Under Miami 21, the Property has a zoning designation of CS (Civic Space). Pursuant to the City's Future Land Use Map, the Property has a land use designation of Civic. The Property is composed of 2 folios: Folio# 01-4217-000-0030 with a lot area of 892,457 square feet, and Folio# 01-4217-000-0110 with a lot area of 348,480 square feet, for a combined lot area of 1,240,937 square feet or 28.49 acres. The Project consists of an existing boat ramp and surface parking located within the Property. The Property is located along Rickenbacker Cswy (See Figures 1 & 2). Figure 1 2021 Aerial Photography 800R Source: Miami Dade County Property Appraiser Virginia Key Boat Ramp / Traile Figure 2 •cv, 2021 Aerial Photography 600ft Source: Miami Dade County Property Appraiser II. THE PROJECT This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code.The applica de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. The Applicant is proposing to construct a boat ramp and parking facility on the Property with a project consisting of (2) main components: Component 1: A) Demolition of the existing boat ramp. B) Construction of a new boat ramp/ with asphalt reconstruction, upland grading and rip -rap. C) The installation of two (2) fixed docks and two (2) floating docks with gangways. Component 2: A) Construction of two (2) provisional boat trailer parking areas with a total of five (5) disabled parking spaces, twenty-seven (27) regular parking spaces, and seventy-two (72) trailer parking spaces, including the installation of markings and signs. Virginia Key Boat Ramp / Traile The boat ramp and temporary parking area will be constructed on two located at 3501 Rickenbacker Cswy. The boat ramp will be located within folio 000-0030 and the parking component will be located within folio: 01-4217-000- Project is currently in progress pursuant under permit # BD20-006509-001 (See Fig "Component 1" of the project consists of the demolition of 4,350 square feet of an existing boat ramp and the redevelopment of the same area with the addition of two (2) docks, each 119 ft in length / 5-8ft in width. The docks will extend approximately 89-feet and 10 inches from the Mean High -Water Line into the Marine Stadium Basin (See Figure 4). The width of the Marine Stadium Basin is —1,560 feet. Figure 3 This submittal needs to be achedu lee fora public hearing in r.coraancewM1h timelines set forth in the City of Miami Code. The applicade decision -malting body ...IC review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 I - I . 1 - 4EIFJteL NOTES: [[[cxr rrnin[u.'i[ciuicai Or". /} \\\\am\\{• ruaF iP_llw yr W1 611.11r131.414nWNRm 2V Yil.x - -LE I FEET f — 1 FCC . rm OM -DU, TO1.1.1,s 3 ME iaon..n wrww w eexac.wm...[1410.%41r1.10.. c«aww.s[ a.m._ rca gnoTi SETa al s nnw DU,.10.1110.19 ,w s[`•nmr..wx tw.rt w cxar. `"� q • llr �w[,T8�• �. - . f L_ • • • t • a AY I - / - - - --p[xrmc.a�awEawr- - .: rl I 1 ,1111 , - --- _- - --- - - - - = = - Source: TYLin Parking Plans "C-1" Figure 4 RER- NATURAL RCSCt ICESDNISioh PREill•AJNARY APPROVAL NAME;. Alaxarnirl Liebwl DATE B1129r2021 Mean H o Wo9or Una +/— RAW 88 B.66Eco9 0.96. N M1 29 19e996an 174' A INST. F1.. 11Hc DGCF PROP.1SED L171C. BOAT 7F1dP, PIP. P1 c rieaE1 6P1 APRON GarbGY.r, TOP. am a. Virginia Key Boat Ramp / Trailer P.OP45E3 CLEATS 12' TOTAL SIDES. 1YP. N.LFACKIIII LAMER,,1W, MOROSE° CURIE ME, TTP. i A "Ref N".i IiiLC'2080 Fl7111 DCCR. 16P, ELLJ. +6.0.1 N 51357556• REFER P3 SHEET CN-7.4 FTIR ::RUIN:: FLAN, it E 92875838 Orl I .0.413 142TF4 LFr CONTRACTE9 SHALL 4LIO PEPFORs:.EBEN1 AS REVUPET FTP 15119B. PA.1ri10E SUFT4IENT HUIST BD9IS k HNPLKG ..'i4LB NC PRECAST SUBS WRITHING.. �. c_T LIFTING MEALS FLUSH M'/ CONCRETE AFTER INST:ILATIM MO CURT N'/ [MSC, 3. F8€ri1DE )S` 11—MOVE DISH 011 SLABS. a. 9N609 PHEGtST 506 WFCTH SHaIL 9E 2'-4 .. —7711.. a _ — J LEAL Source: TYLin Parking Plans "A-1" _— ._ a BNB. 0CAT 7 IGI,� Ci1Ne..I R 515554.94 II CURB, . E 528842Ai I L _ T 7' CAP. CONC. 5L 1004E 6X9-92,902.9 ME—DEFT xF, SCALE v: This submittal needs to be ochedu lee fora pubic hearing In accordance wM1h timelines set forth in the City of Mlaml Code. The applicable decision-mahing bodywill renew the Information al the pubic hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 LP. CONC. P &P SIA8 ABOVE 1 ,L r= ft 'QUANTITY TABLE MIAMI MARINE STADIUM - MAT RAMP T0T L 91149.AP YttmliE 50 CT TUC LENGTH OF IBPRFP NMI FIXED DOCK A8EA 06921ATE14 245 LF 4% SO. FT FLCABNC DOCK AREA 960 S3 FT ' ^'omo anus' a.rre As depicted in the Plans, "Component 2" will include a split parking area located east and west of the Historic Stadium structure. The "west trailer lot" (See Figure 5) will include three (3) boat trailer disabled parking spaces and fourteen (14) 10' X 45' boat trailer parking spaces. The "east trailer lot" (See Figure 6) will include two (2) disabled parking spaces, twenty- seven (27) regular parking spaces, thirty (30) 10' X 45' boat trailer parking spaces, and twenty- eight (28) 10' X 60' boat trailer parking spaces. The proposed parking design is of a temporary nature and will only incorporate paving and marking and no subsurface work. This will allow for the reconfiguration of this space to accommodate future flex park/marine stadium space plans, complying with the Virginia Key Master Plan. The proposed design considers existing site conditions and ensures that existing paved/asphalt areas could be utilized with only paint striping, markings, and signs. The number of spots, turn radii, and width of driveways was chosen to accommodate trucks and boat trailers and to control traffic -flow from and to the boat ramp, while the site is not occupied by host special events at Historic Ralph Monroe Marine Stadium. Virginia Key Boat Ramp / Traile The applicant is requesting a non -conforming site improvement waiver existing non -conforming parking lot to integrate a temporary trailer parking are Article 7, Section 7.2.8(a): "Nonconforming Site Improvements". The rationale is and make minor modifications to existing paved/asphalt areas to allow trucks and boat to park in the historic Commodore Ralph Middleton Munroe Miami Marine Stadium. This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miaml Code.The applies tie decision-makIng body ...AIL review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 The applicant is requesting an exception under process # PZ-21-11532 for the proposed Boat Ramp docks and Piers pursuant to Article 6, Table 13: "Extension of docks and Piers into other waterways is limited to 10 feet or 10% of the width of the waterway, whichever is less. However, by Exception further extension may be approved, subject to approval from all applicable agencies." (See Figure 7). The applicant is requesting a Certificate of Appropriateness for the proposed demolition of the existing boat ramp, construction of a new boat ramp, and installation of two (2) fixed docks and two (2) floating docks with gangways (See Figure 4) pursuant to Chapter 23 of the City of Miami Code of Ordinances. The entire aquatic basin area was designated as a condition to the designation of the Commodore Ralph Middleton Munroe Miami Marine Stadium, per resolution HEPB-2008-56. Please note that the boat trailer parking falls outside the designated area and would not require a Historic and Environmental Preservation Board review. Figure 5 Source: TYLin Parking Plans "C-2" Virginia Key Boat Ramp / Traile On October 7, 2008 by Resolution No. HEPB-2008-56, the City of Mia Environmental Preservation Board designated the Commodore Ralph Mid Miami Marine Stadium to the Miami Register of Historic Places. As the entire area was designated as a condition to the designation, applicant has applied Certificate of Appropriateness to be reviewed and approved by the Historic and Envir Preservation Board (HEPB). This submittal needs to be scheduled fora public hearing In accordance wbh timelines set forth in the city of Miami Code. The appliuGe decision -making body will review the information at the pubec hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Lastly, it is important to note that the construction of the Boat Ramp will impact (removal) approximately 2,759 square feet of seagrass, 486 square feet of mangrove scrub, and 385 square feet of mangrove canopy. On February 17, 2021, the Miami -Dade Department of Regulatory and Economic Resources (DERM) issued a "Notice to File" on permit CLI-2019- 0115. On this notice, the Environmental Resources section noted the difficulties of mitigating these impacts due to "current site conditions". As such, DERM accepted a contribution to the Biscayne Bay Environmental Enhancement Trust Fund for the creation of enhancement of a marine habitat located within Biscayne Bay. Furthermore, a $7,200.00 mitigation bond is held by DERM. Figure 6 Source: TYLin Parking Plans "C-3 " Virginia Key Boat Ramp / Traile Figure 7 Biscayne Bay Source: TYLin /MaxarImages NOTICE This submidel needs to be scheduled fora public hearing In accord and wtl timelines set forth in the City of Mlaml Code. The applicable decision-makIng bodywill renew the Information al the pubic hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 dif>,R V!EW c000\ Virginia Key Boat Ramp / Traile III. EXISTING USE & PROPOSED USES The current property services the following: • "Free to use" public boat ramp • Paid major event space • Paid event space (codified) (small to mid -size events) • Historic Marine Stadium Parking • Atlantica Seafood Restaurant & Market customer parking • Key Biscayne Marine Station customer parking • City of Miami Marine Stadium Marina customer parking • City of Miami Park & Recreations (Flex Park) shared parking • Other/Visitor Public Parking The property is anticipated to service the following uses in the future: • Redeveloped public boat ramp • Parking area in conformance with the "2019 Master Plan" • Paid major event space • Paid event space (codified) (small to mid -size events) • Virginia Key Visitor Center Parking and shared space • Redeveloped Historic Marine Stadium Parking • VK Marina customer/tenant parking • City of Miami Park & Recreations (Flex Park) shared parking • Other/Visitor Public Parking If you have any questions or concerns, please contact our Senior Staff Analyst, Gabriel Brito at 305-416-1460. Thank you, Lorenzo, Jacqueline Digitally signed by Lorenzo, Jacqueline Date: 2022.05.19 14:56:05 -04'00' Jacqueline Lorenzo, Interim Director Department of Real Estate & Asset Management City of Miami This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision-mahing bodywIIL renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 OFFICE OF THE PROPERTY APP Summary Report Property Information Folio: 01-4217-000-0010 Property Address: 3501 RICKENBACKER CSVVY Miami, FL 33149-0000 Owner CITY OF MIAMI Mailing Address 444 SW 2 AVE 2FL MIAMI, FL 33130-1910 PA Primary Zone 9101 PRESERVATION Primary Land Use 8080 VACANT GOVERNMENTAL : VACANT LAND - GOVERNMENTAL Beds / Baths / Half 0/0/0 Floors 0 Living Units 0 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 281,816 Sq.Ft Year Built 0 Assessment Information Year 2021 2020 2019 Land Value $281,816 $281,816 $281,816 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $281,816 $281,816 $281,816 Assessed Value $281,816 $281,816 $281,816 Benefits Information Benefit Type 2021 2020 2019 Municipal Exemption $281,816 $281,816 $281,816 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 17 54 42 6.47 AC M/L GOUT LOT 1 IN SEC LESS PORT LEASED TO UNIVERSITY OF MIAMI & LESS BEG AT SE COR OF SE1/4 OF SEC TH N 89 DEG W 125.20FT NOTICE This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Mlaml Code. The applicable decision-mahing bodywIIL renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Taxable Value Information 2021 2020 2019 County Exemption Value $281,816 $281,816 $281,816 Taxable Value $0 $0 $0 School Board Exemption Value $281,816 $281,816 $281,816 Taxable Value $0 $0 $0 City Exemption Value $281,816 $281,816 $281,816 Taxable Value $0 $0 $0 Regional Exemption Value $281,816 $281,816 $281,816 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: OFFICE OF THE PROPERTY APP Summary Report Property Information Folio: 01-4217-000-0110 Property Address: 3501 RICKENBACKER CSVVY Miami, FL 33149-1021 Owner CITY OF MIAMI DEPT OF P & D ASSET MANAGEMENT DIVISION Mailing Address 444 SW 2 AVE STE 325 MIAMI, FL 33130-1910 PA Primary Zone 8002 PARKS & RECREATION Primary Land Use 8940 MUNICIPAL : MUNICIPAL Beds / Baths / Half 0/0/0 Floors 1 Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,837 Sq.Ft Lot Size 892,457 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $44,622,850 $44,622,850 $44,622,850 Building Value $114,675 $115,869 $111,061 XF Value $26,021 $26,290 $26,560 Market Value $44,763,546 $44,765,009 $44,760,471 Assessed Value $5,470,342 $4,973,039 $4,520,945 Benefits Information Benefit Type 2021 2020 2019 Non - Homestead Cap Assessment Reduction $39,293,204 $39,791,970 $40,239,526 Municipal Exemption $5,470,342 $4,973,039 $4,520,945 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 17 18 54 42 20.487 AC M/L BEG 1709.52FTW & 1954.40FTNW OF SE COR OF SEC TH N 45 DEG W 3075FT S 00 DEG W 650FT 45 DEG E2620FT N 44 DEG E 460FT TO POB NOTICE This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Mlaml Code. The applicable decision-mahing bodywIIL renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Taxable Value Information 2021 2020 2019 County Exemption Value $5,470,342 $4,973,039 $4,520,945 Taxable Value $0 $0 $0 School Board Exemption Value $44,763,546 $44,765,009 $44,760,471 Taxable Value $0 $0 $0 City Exemption Value $5,470,342 $4,973,039 $4,520,945 Taxable Value $0 $0 $0 Regional Exemption Value $5,470,342 $4,973,039 $4,520,945 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: OFFICE OF THE PROPERTY APP Summary Report Property Information Folio: 01-4217-000-0030 Property Address: 3501 RICKENBACKERCSWY Miami, FL 33149-0000 Owner CITY OF MIAMVASSET MGMT Mailing Address 444 SW 2 AVE#325 MIAMI, FL 33130-1910 PA Primary Zone 8002 PARKS & RECREATION Primary Land Use 8940 MUNICIPAL : MUNICIPAL Beds /Baths /Half 0/0/0 Floors 1 Living Units 0 Actual Area 8,791 Sq.Ft Living Area Sq.Ft Adjusted Area 7,750 Sq.Ft Lot Size 348,480 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2021 2020 2019 Land Value $12,721,500 $12,721,500 $12,721,500 Building Value $261,044 $262,859 $251,815 XF Value $196,608 $199,594 $202,582 Market Value $13,179,152 $13,183,953 $13,175,897 Assessed Value $3,851,635 $3,501,487 $3,183,170 Benefits Information Benefit Type 2021 2020 2019 Non -Homestead Cap Assessment Reduction $9,327,517 $9,682,466 $9,992,727 Municipal Exemption $3,851,635 $3,501,487 $3,183,170 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1718 54428 AC A PORTION OF CITY OF MIAMI OWNED LAND ON VIRGINIA KEY AND LEASED TO MARINE STADIUM ENTERPRISES INC IDENTIFIED AS LEASE AREAS 1-A 1-B ctiS�x, `�'snL NOTICE This submidel needs to be scheduled fora pubic hearing In accordance wM1h timelines set fodh in the City of Miaml Code. The applica decision-mahing body...AIL review the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Taxable Value Information 2021 2020 2019 County Exemption Value $3,851,635 $3,501,487 $3,183,170 Taxable Value $0 $0 $0 School Board Exemption Value $13,179,152 $13,183,953 $13,175,897 Taxable Value $0 $0 $0 City Exemption Value $3,851,635 $3,501,487 $3,183,170 Taxable Value $0 $0 $0 Regional Exemption Value $3,851,635 $3,501,487 $3,183,170 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: City of Miami Planning Department Pre -Application Meeting Summary Pre -Application Meeting ePlan ID.: PREAPP-21 -0231 Tuesday, March 8, 2022 General Information Project Manager Name: Maria Adeyefa Title: Planner II Email: Madeyefa@miamigov.com Telephone No: 305-416-1463 This submittal needs to be scheduled fora pubic hearing In accordance w'kh timelines set forth in the City of Miami Code.The applica de decision -making bodywill review the Infonna*ion at the public hearing to render a recommendation or a final decision. Meeting Participants Meeting Attendees: Name Email Telephone number 1. Maria Adeyefa madeyefa@miamigov.com (305) 416-1463 2. Gabriel Brito gbrito@miamigov.com (305) 416-1460 3. Jacob Keirn jkeirn@miamigov.com (305) 416-2643 4. Fabiola Dubuisson fubuisson@miamigov.com (305) 416-1755 5. Sarah Gutekunst sara.gutekunst@tylin.com N/A 6. Loraine Rosado - Pietri Irosadopietri-c@miamigov.com (305) 416-1448 7. Hector Badia hbadia@miamigov.com (305) 416-1236 8. Pedro Alvarado palvarado@miamigov.com (305) 416-1220 9. Spencer Crowley spencer.crowley@akerman.com N/A Lot the Property Property Information: Virginia Kev Rickenbacker Marina and Marine Stadium Applicant /Property Owner: City of Miami Contact Info: KeithNg@miamigov.com Owner Representative: Pedro Alvarado Contact Info: 305.416.1220 Commission District: D-2 (Commissioner Ken Russell) Neighborhood Service Center (f/k/a NET District): Downtown/Brickell Svc Area Properties involved: 1. 3501 Rickenbacker Cswy Rev. 5/19/2021 1 City of Miami Planning Department Pre -Application Meeting Summary Information to Review for Aii Applications Do any of the properties involved fall within the following areas? (Select Yes/No) 1. A DRI area: No 3.An Historic designated area: Yes 5. A High Hazard Area: No 7. A CRA: No 9. Miami River: No 11. Little River: No 13. Regional Activity Center: Buena Vista Yards or Health District Regional Activity Center (DHRAC): No This submittal needs to be scheduled fora pobdc hearing In accordance wM1h timelines set forth in the City of Mlaml Code. The applica decision-makIng body will renew the Information al the public hearing to render a recommendation or a final decision. 2. Urban Central Business District : No 4. Residential Density Increase Areas: No 6. Edgewater Intensity Increase Area: No 8. Health/Civic Center District: No 10. Wellfield Protection Area: No 12. An Arch. or Environmental Protected Area: Yes PZ-21-11532 11/04/22 If the answer to any of the above is yes, consider if there are any special considerations relative to the above. Submitting applications/pre-applications into ePlan. Be mindful of the City's online checklists. These provide guidance as to specific requirements, especially important administrative requirements for successful applications. Important updates are made from time to time. Be sure to use the checklists that are accessed online and avoid saving checklists locally so that you avoid relying on outdated information. Become familiar with the naming conventions that are referred to on the checklists. Failure to comply with these naming conventions will significantly delay your application. Use the Pre -Application meeting time to ensure there is clarity on naming conventions. Access information on checklists here: https://www.miamigov.com/Services/Building- Permittinq/Permitting-Forms-Documents About the Request Application Tvpe(s) (List All): ® Exception ❑Waiver ❑Warrant ❑Warrant Modification ❑Variance ❑Special Dist. Permit ❑Rezone ❑Special Area Plan ❑Future Land Use Map Change ❑Minor Modification ❑Temporary Use on Vac. Land ❑Interim Parking EIMUSP Modification ❑Class II Modification ❑Special Appearance ❑ Other, explain drovide brief explanation here I. Special Permit Request Detail Is project expected to involve 200,000 square feet of floor area or more? No If the answer to the above is yes, this project requires a referral to the Coordinated Review Committee. Rev. 5/12/2021 2 City of Miami Planning Department Pre -Application Meeting Summary This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision-makIng bodywill renew the Information at the public hearing to render a recommendation or a final decision. What are the zoning Transects for the subject project and the approximate area for each Transect? PZ-21-11532 11/04/22 Transect Approximate Area Proposal (Use, Design, Other)* CS (Civic Space) 348,480 sq. ft Boat ramp improvements and parking facility on Property. Is there a site plan to review? Yes Site Plan Feedback The following feedback includes consideration from Planning staff and, as applicable, staff from Zoning, Resilience and Public Works, and other departments. Comments below provide references to relevant sections of the Miami 21 Code and the City Code, as applicable. Provide phasing and approval from the necessary agencies. Covenant / Unity of Title Will a covenant or Unity of Title be proffered? No The earlier an applicant involves City staff in the covenant or Unity of Title, the more efficient the review of the document will be. Covenants and Unities of Title require separate applications in ePlan, now. Be sure you and the applicant know how to proceed during the Pre -Application process, if applicable. Comments tram i)tner Disciplines If staff from other City Departments have reviewed materials provided by the applicant for this Pre -Application Meeting, the Project Manager shall present all comments here, as applicable. NOTE: All comments are merely provided for consideration for an eventual application submittal and they do not construe any approval nor do they imply future approval. Rev. 5/12/2021 3 City of Miami Planning Department Pre -Application Meeting Summary This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision-mahing bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Department Status Notes, if applicable (Paste from Project Dox) iiL Environmental Resources See Notes A certified arborist report will be needed in order to verify the species identifications and tree sizes. Approval for any mangrove trimming and / or removal will require separate approval from Miami Dade County DERM. Planning Department See Notes Provide DERMs Preliminary Approval for the dock extension into the waterway. In addition to DERM, the Applicant must secure a permit from the United States Army Corps of Engineers (USACE). Provide a letter from the Florida Department of Environmental Protection allowing of the dock into the waterway. Plans need to clearly identify waterway width to verify if you are exceeding 10% extension. Provide clarification and explanation of phasing. Include rational for the parking space implementation which is a deviation from the VK Master Plan. Provide a mitigation plan for the impacted seagrass and mangrove. Historical information needs to be associated with this exception, collaboration with HEP to request this information. Zoning Department See Notes Dimension all curb cuts, drive ways, access aisles and parking spaces. Ensure compliance with Article 4, Table 5. The Project will require an exception for the new proposed dock. The project will also require a non -conforming site improvement waiver in order to modify the existing non -conforming parking lot. Historic Preservation N/A Resilience and Public Works N/A Building Department N/A Rev. 5/12/2021 4 City of Miami Planning Department Pre -Application Meeting Summary This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Code.The applied de decision -making bcdy will renew the information at the pubdc hearing to render a recommendation or a final decie on. Additional Discussion ana Special Recommenaations—ALL REQUES TYPES Additional Discussion Planner should detail any additional information discussed during the meeting here. Be sure to include any questions raised by the prospective applicant and any requests for additional information that may need to be provided after the conclusion of the meeting. Special Recommendations Planner should detail any special recommendations that were made during this meeting. Recommendations may include the provision of additional information from the prospective applicant, the application of additional permits, changes (i.e., in the event a prospective applicant has assumed a specific permit is needed to accomplish a desired outcome, if a different approach may accomplish the outcome, that information should be detailed here). Recommendations for correspondence from other agencies or neighborhood associations should be detailed here. N/A Planner Certification of Pre -Application Meeting The signed copy of this form certifies that you, Pre-App Meeting Requestor Name, have attended a Pre - Application meeting to discuss your interest in Name of permit/Application Request. If you are eligible for the permit you seek, you may qualify for a $250 credit toward the application fee if you submit your application within 90 days from your Pre -Application Meeting. Failure to submit that application within this time period will result in the forfeiture of any credit due to you from this meeting toward your application fees. Please note, neither your attendance to this meeting nor the comments here construe the City of Miami's approval of your request. Be sure to include this document with your application submittal to ePlan as your Pre -Application Form. If you have additional questions, please contact me at the email address listed on the front page of this document. The City of Miami looks forward to working with you on this application and we are happy to assist you in any way we can. Sincerely, Maria Adeyefa Planner II Rev. 5/12/2021 5 Thla submittal needs to be scheduled for a public hearing In accordance wilt hmellnes set forth in the City of Miami Cede. The applies de decision -making body will review he informagon at the public hearing to render a recommendation or a final decig on. PZ-21-11532 11/04/22 State of Florida, Maxar, Microsoft TO: Arthur Noriega, V City Manager CITY OF MIAMI, FLORIDA This submittal needs m be scheduled for a public hearing accordance with Imelinen set forth In the City d Mlarni Code. The applicable decision -ma ping body will review -Ole Information at the pu bac tearing to reed er a oacnmendati on or a final deolaon PZ-21-11532 INTER -OFFICE MEMORANDUM FROM: Suzanne Hollander, Director Department of Real Estate & Asset Management DATE: October 29, 2021 SUBJECT: Exception Application Fee Waiver REFERENCES: ENCLOSURES: 11/04/22 The Department of Real Estate & Asset Management respectfully requests your approval to waive the $500 service fee assessed by the Planning Department to process exception applications submitted for Departmental Capital Improvement projects. Should you approve the request, please indicate by signing below. Thank you for your consideration regarding this matter and please contact me if you have any questions or concern Arthur Noriegty Manager SH/ABS/GB i� G z4.\`v� Cc: Nzeribe Ihekwaba, Ph.D., P.E., Deputy City Manager Fernando Casamayor, Chief Financial Officer/ Assistant City Manager Cesar Garcia -Pons, Director, Planning puBL, y FLORIDA DEPARTMENT OF Environmental Protection Southeast District 3301 Gun Club Road, MSC1210-1 West Palm Beach, FL 33406 561-681-6600 Project Name: Miami Marine Stadium Boat Ramp Permittee/Authorized Entity: City of Miami c/o Daniel Rotenberg, Director DREAM 444 SW 2nd Avenue Miami, Florida 33130 Email: DRotenberg@miamigov.com Authorized Agent: TYLIN International c/o Sara Gutekunst Email: sara.gutekunst@tylin.com s.CO Ne9v NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Cede. The applicade decision -making body will renew the Infonnauon at the public hearing to render a recommendation or a final decid on. PZ-21-11532 11/04/22 Environmental Resource Permit - Granted State-owned Submerged Lands Authorization — Not Applicable U.S. Army Corps of Engineers Authorization —Separate Corps Authorization Required Permit No.: 13-306513-011-EI Permit Issuance Date: November 28, 2018 Permit Construction Phase Expiration Date: November 28, 2023 v"' 1EW COV 0 Environmental Resource Permit Permit No.: 13-306513-011-EI PROJECT LOCATION The activities authorized by this Permit are located within Biscayne Bay, within the Bisc Preserve, Outstanding Florida Waters, Class III Waters, adjacent to 3501 Rickenbacker Caus1, (Section 17, Township 54 South, Range 42 East), in Miami -Dade County (Latitude N 25° 44' 34.35", Longitude W 80° 10' 10.43"). Offsite mitigation will occur at various locations within Biscayne Bay Aquatic Preserve. This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applica decision-mahing body...AIL renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 PROJECT DESCRIPTION This permit authorizes the installation of two fixed/floating dock finger piers totaling 1,481 sq. ft, installation of a 60 ft. by 86 ft. (5,160 sq. ft.) boat ramp, and 218 ln. ft. of riprap that extends 6 ft. waterward of MHWL. A portion of the boat ramp is located within the footprint of a previously existing non-functional boat ramp and will be expanded from the historic location. This permit authorizes 4,211 ft2 of work in surface waters. The bottom substrate consists of a sandy, silty muck bottom layer with scattered shell and rock along with submerged aquatic vegetation, including seagrass and macroalgae. Mangroves were also present along the shoreline including three white mangroves (Laguncularia recemosa) and two black mangroves (Avicennia germinans). Seagrass was present within the project area varying from mostly sparse (1 %-20%) to moderate (21% - 60%) coverage of three different species including shoal grass (Halodule wrightii), turtle grass (Thalassia testudinum), and manatee grass (Syringodium filiforme). Shoal grass was present in moderate densities (20% - 60%) compared to the percent cover of the other species. Adverse direct and secondary impacts to 0.03 acres (1,400 sq. ft.) of seagrass habitat shall occur as the impacts could not be further reduced or eliminated by decreasing the waterward extent of the boat ramp due insufficient water depths for boaters to off-load/load their boats landward of the proposed extent. Mitigation will be provided to offset these adverse direct and secondary impacts to seagrass habitat. The five mangroves will be relocated to a previously permitted mangrove restoration site on the west side of the Marine Stadium to avoid adverse impacts to these mangroves. To offset unavoidable adverse impacts to 0.032 acres (1,400 sq. ft) of seagrass habitat, the permittee provided a mitigation plan that includes offsite seagrass restoration through the removal of derelict vessels within the Biscayne Bay Aquatic Preserve. The selection of derelict vessel sites will be conducted after permit issuance, but prior to construction, and will be monitored to ensure seagrass recruitment is successful. The attached standard manatee conditions (version 2011) shall be adhered to during all in -water work. Prior to construction commencement, weighted floating turbidity curtains, extending to within one - foot from the submerged bottom shall be utilized around the project area to ensure that any turbidity resulting from construction activities will be contained within the project boundaries. All water bodies, including any adjacent submerged aquatic vegetation outside the specific limits of construction authorized by this permit shall be protected from erosion, siltation, sedimentation, and/or scouring. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 2 of 13 AUTHORIZATIONS Environmental Resource Permit The Department has determined that the activity qualifies for an Environmental Therefore, the Environmental Resource Permit is hereby granted, pursuant to Part IV Florida Statutes (F.S.), and Chapter 62-330, Florida Administrative Code (F.A.C.). This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applica decision-makIng body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Sovereignty Submerged Lands Authorization As staff to the Board of Trustees of the Internal Improvement Trust Fund (Board of Trustees), the Department has determined the activity is not on submerged lands owned by the State of Florida. Therefore, your project is not subject to the requirements of Chapter 253, F.S., or Rule 18-21, F.A.C. Federal Authorization Your proposed activity as outlined on your application and attached drawings does not qualify for Federal authorization pursuant to the State Programmatic General Permit and a SEPARATE permit or authorization shall be required from the Corps. You must apply separately to the Corps using the appropriate federal application form (ENG 4345). More information about Corps permitting may be found online in the Jacksonville District Regulatory Division Sourcebook. Authority for review - an agreement with the USACOE entitled "Coordination Agreement Between the U. S. Army Corps of Engineers (Jacksonville District) and the Florida Department of Environmental Protection, or Duly Authorized Designee, State Programmatic General Permit", Section 10 of the Rivers and Harbor Act of 1899, and Section 404 of the Clean Water Act. Coastal Zone Management Issuance of this authorization also constitutes a finding of consistency with Florida's Coastal Zone Management Program, as required by Section 307 of the Coastal Zone Management Act. Water Quality Certification This permit also constitutes a water quality certification under Section 401 of the Clean Water Act, 33 U.S.C. 1341. Other Authorizations You are advised that authorizations or permits for this activity may be required by other federal, state, regional, or local entities including but not limited to local governments or municipalities. This permit does not relieve you from the requirements to obtain all other required permits or authorizations. The activity described may be conducted only in accordance with the terms, conditions and attachments contained in this document. Issuance and granting of the permit and authorizations herein do not infer, nor guarantee, nor imply that future permits, authorizations, or modifications will be granted by the Department. PERMIT The activities described must be conducted in accordance with: • The Specific Conditions • The General Conditions Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 3 of 13 • The limits, conditions and locations of work shown in the attached dr • The term limits of this authorization You are advised to read and understand these conditions and drawings prior to authorized activities, and to ensure the work is conducted in conformance with a conditions, and drawings herein. If you are using a contractor, the contractor also should re understand these conditions and drawings prior to beginning any activity. Failure to comply with these conditions, including any mitigation requirements, shall be grounds for the Department to revoke the permit and authorization and to take appropriate enforcement action. This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applica decision-makIng body will reAew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Operation of the facility is not authorized except when determined to be in conformance with all applicable rules and this permit, as described. SPECIFIC CONDITIONS- PROJECT FORMS & ATTACHMENTS (1) The attached project drawings (sheets 1 through 13); the Standard Manatee Conditions for In -Water Work, 2011, which can be downloaded at can be downloaded at http://myfwc.com/media/415448/Manatee StdCondInwaterWork.pdf; and DEP forms 62-330.310(1); 62-330.310(2); 62-330.340(1); and 62-330.350(1), which may be downloaded at http://www.dep.state.fl.us/water/wetlands/erp/forms.htm become part of this permit. If the permittee does not have access to the Internet, please contact the Department at (561) 681-6600 to request the aforementioned forms and/or document(s). SPECIFIC CONDITIONS - PRIOR TO CONSTRUCTION (2) After selection of the contractor to perform the authorized activities and prior to the initiation of any work authorized by this permit, the permittee (or authorized agent) and the contractor shall attend a pre -construction conference with a representative of the Department. It shall be the responsibility of the permittee to contact the Department's Compliance Assistance Program, by email SED Compliance@FloridaDEP.gov, or by phone (561) 681-6600, to schedule the pre -construction conference. (3) Prior to the initiation of any work authorized by this permit, floating turbidity curtains with weighted skirts that extend to within one foot of the bottom shall be placed around the project site, and shall be maintained and remain in place for the duration of the project construction to ensure that turbid discharges do not occur outside the boundaries of the floating turbidity screens. The permittee shall be responsible for ensuring that turbidity control devices are inspected daily and maintained in good working order during all phases of construction authorized by this permit until all areas that were disturbed during construction are sufficiently stabilized to prevent turbid discharges. (4) Prior to construction of the in -water portions of the project, the mitigation plan for the Miami Marine Stadium Boat Ramp shall be implemented, as described in the attached document entitled, "Seagrass Mitigation Plan, Derelict Vessel Removal". SPECIFIC CONDITIONS — MITIGATION (5) FDEP shall be notified prior to each vessel removal and be provided the vessel location(s) and size. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 4 of 13 (6) A "Time Zero" Monitoring Report shall be submitted within 30 days of each mitigation site. The report shall include the following: a. Location map (with gps coordinates) b. Size of the vessel removed c. Size of the mitigation area — length and width of the halo d. Surrounding seagrass community (species and percent cover) e. Color photographs to provide an accurate representation of each mitigation area. The photographs shall be taken from fixed reference points and directions, which are shown on a scaled plan view. This submittal needs to be scheduled fora pubic hearing in r.cordancewith timelines set forth in the City of Miami Code. The applica decision-mahing body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 (7) Subsequent Mitigation Monitoring Reports shall be submitted annually for five years and shall include the following for each mitigation area: (Data shall be submitted in tabular form; subsample number and size shall be determined by a statistically valid method) a. Color photographic prints taken from the reference points established in the Time Zero Monitoring Report. b. Detailed description of statistical methods used, which must include the following: i. Subsample method and map of sampling locations. ii. Method used to determine percent cover and growth. iii. Statistical analyses used. c. Total percent cover by recruited seagrasses. d. Seagrass species composition with estimates of the contribution of each species to percent cover. e. Data documenting the hydrologic regime (seasonal high and normal pool; ordinary high; or mean high and low water elevations). f. Photocopy of the field notes depicting the raw data collected. (8) The mitigation shall be deemed successful when all of the following conditions are met at three years: a. The functional gain determined by UMAM for each mitigation site is achieved b. The percent cover of seagrass within the mitigation area must match the percent cover of the surrounding seagrass community determined and described in the "Time Zero" Monitoring Report. (9) The responsibility to assess if the mitigation is meeting the permit -specified success criteria shall not fall solely on the Department. In the event the permittee becomes aware mitigation is not meeting the success criteria (based on either site observations or review of monitoring reports), the permittee, no later than 6 months before the permit construction phase expiration date, shall be responsible to submit an alternative mitigation plan to the Department for review and approval. The permittee shall Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 5 of 13 implement the alternative restoration plan no later than 60 days after rec Department approval. ThIs submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision-mahing bodywill renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 SPECIFIC CONDITIONS — CONSTRUCTION ACTIVITIES (10) All watercraft associated with the construction of the permitted activities sha operate within waters of sufficient depth (one -foot clearance from the deepest draft of the vessel (barge) to the submerged bottom) so as to preclude bottom scouring or prop dredging. (11) There shall be no storage or stockpiling of tools and materials (i.e., lumber, pilings, debris), along the shoreline adjacent to waters of the state. All excess lumber, scrap wood, trash, garbage, and any other type of debris shall be removed from wetlands/waters of the state within 14 days of completion of the work authorized in this permit. All construction equipment/tools and materials shall be transported to and from the site via upland roadways and barges and all equipment/tools and materials shall be stored on the construction barges or uplands. (12) The riprap shall be fully constructed, prior to the placement of any backfill material. Any fill material used behind the bulkhead shall be clean fill and free of vegetative matter, trash, rebar, garbage, toxic or hazardous waste, or any other unsuitable materials (13) The installation of the riprap will be performed as per the attached permit drawings. Riprap shall consist of unconsolidated boulders, rocks, or clean concrete rubble without exposed reinforcing rods or similar protrusions. The riprap shall be free of sediment, debris, and toxic or otherwise deleterious substance. The riprap shall have a diameter of 12 to 36 inches. (14) The slope of the riprap shall be no steeper than 2H:1V (horizontal:vertical). The riprap shall extend a maximum of 6 ft. feet waterward from the toe of the boat ramp. Filter cloth shall be placed under the riprap to prevent shoreline erosion. SPECIFIC CONDITIONS — MONITORING/REPORTING REQUIREMENTS (14) Turbidity levels outside the construction area shall not exceed 0 NTU's above background levels. The following measures shall be taken immediately by the permittee whenever turbidity levels within waters of the State surrounding the project site exceed ambient turbidity levels of the surrounding Outstanding Florida Waters: a) Notify the Department at (561) 681-6600 or SED.ERPcompliance@dep.state.fl.us at the time the violation is first detected. b) Immediately cease all work contributing to the water quality violation. c) Stabilize all exposed soils contributing to the violation. Modify the work procedures that were responsible for the violation, install more turbidity containment devices, and repair any non-functional turbidity containment devices. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page6of13 d) As required, perform turbidity monitoring per Specific Conditions. e) Resume construction activities once turbidity levels outside turbidit below background levels. (15) Water turbidity levels shall be monitored outside the limits of the requi control devices. Samples shall be taken every four hours until turbidity subsides foot above the bottom, mid -depth, and one -foot below the surface at monitoring stations located as follows: This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miami Code. The appLKl o decision -making bodywill reMew the information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 a) Approximately 100 feet up -current of the work sites and clearly outside the influence of construction activities. (This shall serve as the natural background sample against which other turbidity readings shall be compared.) b) Directly outside the turbidity curtains surrounding the work sites and within the densest portion of any visible turbidity plume. (This sample shall serve as the compliance sample.) (16) During dock, boat ramp, and rip rap construction activities, the permittee or permittee's contractor shall collect the following turbidity monitoring data at the frequency and water depths directed by the Specific Condition above: a) Date and time of sampling event b) Turbidity sampling results (background NTUs, compliance NTUs, and the difference between them) c) Description of data collection methods d) An aerial map indicating the sampling locations e) fl g) Depth of sample(s) Weather conditions at times of sampling Tidal stage and direction of flow Data shall be collected in a turbidity log and shall include a statement by the individual responsible for implementation of the sampling program attesting to the authenticity, precision, limits of detection, and accuracy of the data. The turbidity log shall be scanned and sent on a weekly basis to the ERP Compliance Assurance Program via email at SED.ERPcompliance@dep.state.fl.us. The subject line of the email shall include the project name, permit number, and the title "Turbidity Monitoring Reports." SPECIFIC CONDITIONS — OPERATION AND MAINTENANCE ACTIVITIES (14) There shall be a minimum 12-inch clearance between the deepest draft of the vessel (with the motor in the down position) and the submerged bottom at mean low water. (15) This permit authorizes 8 temporary wet slips and 90 dry slips. SPECIFIC CONDITIONS — MANATEE CONDITIONS (16) The Standard Manatee Construction Conditions for In -water Work (2011) must be followed for all in -water activity. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 7 of 13 (17) Temporary signs concerning manatees shall be posted prior to and d project activities. All signs are to be removed by the permittee up the project. Awareness signs that have already been approved for Florida Fish and Wildlife Conservation Commission (FWC) must be measuring at least 3 ft. by 4 ft. which reads Caution: Manatee Area must second sign measuring at least 8 1/2" by 11" explaining the requirements Speed/No Wake" and the shutdown of in -water operations must be posted in a location prominently visible to all personnel engaged in water -related activities. Please see the Florida Fish and Wildlife Conservation Commission website for information on how to obtain appropriate signs: http://www.myfwc.com/docs/WildlifeHabitats/Manatee EducationalSign.pdf cols submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miami Code. The appiicaLie decision -making bodywih renew the Intormetion at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 GENERAL CONDITIONS FOR INDIVIDUAL PERMITS The following general conditions are binding on all individual permits issued under chapter 62-330, F.A.C., except where the conditions are not applicable to the authorized activity, or where the conditions must be modified to accommodate project -specific conditions. (1) All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62-330.315, F.A.C. Any deviations that are not so authorized may subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S. (2) A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction. (3) Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance -based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the State of Florida Erosion and Sediment Control Designer and Reviewer Manual (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the Florida Stormwater Erosion and Sedimentation Control Inspector's Manual (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), which are both incorporated by reference in subparagraph 62-330.050(9)(b)5., F.A.C., unless a project -specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit. (4) At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62-330.350(1), "Construction Commencement Notice," [October 1, 2013], which is incorporated by reference in paragraph 62-330.350(1)(d), F.A.C., indicating the expected start and completion dates. A copy of this form may be obtained from the Agency, as described in subsection 62-330.010(5), F.A.C. If available, an Agency website that fulfills this notification requirement may be used in lieu of the form. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 8 of 13 (5) Unless the permit is transferred under Rule 62-330.340, F.A.C., or operating entity under Rule 62-330.310, F.A.C., the permittee is liable to comply wit and conditions of the permit for the life of the project or activity. (6) Within 30 days after completing construction of the entire project, or any portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, private single-family residential dwelling unit, duplex, triplex, or quadruplex — "Construction Completion and Inspection Certification for Activities Associated With a Private Single -Family Dwelling Unit" [Form 62-330.310(3)]; or b. For all other activities — "As -Built Certification and Request for Conversion to Operational Phase" [Form 62-330.310(1)]. c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. This submittal needs to to scheduled for a public hearing in accordance wM1h timelines set forth in the city of Miami Code. The applicatte decision -making body will HMV! theInformation at the pubec hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 (7) If the final operation and maintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as- built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.3 of Volume I) as filed with the Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located. b, Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for Transfer of Environmental Resource Permit to the Perpetual Operation Entity" [Form 62- 330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form. If available, an Agency website that fulfills this transfer requirement maybe used in lieu of the form. (8) The permittee shall notify the Agency in writing of changes required by any other regulatory agency that require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes. (9) This permit does not: a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-330, F.A.C.; b. Convey to the permittee or create in the permittee any interest in real property; c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or d Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. (10) Prior to conducting any activities on state-owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 9 of 13 (11) The permittee shall hold and save the Agency harmless from any and al or liabilities that may arise by reason of the construction, alteration, operation, main abandonment or use of any project authorized by the permit. (12) The permittee shall notify the Agency inwriting: a. Immediately if any previously submitted information is discovered to be inaccurate; an b. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long-term lease, and the new owner shall request transfer of the permit in accordance with Rule 62-330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. This submittal needs to be scheduled fora public hearing in r.cordancewM1h timelines set forth in the City of Miami Code. The applicade decision-maXing body will renew the information at the public hearing to render a recommendation or a final decision. (13) Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. (14) If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries shall cease. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section, at (850) 245-6333 or (800) 847-7278, as well as the appropriate permitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S. (15) Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62-330.201, F.A.C., provides otherwise. (16) The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other uplands in a manner that does not require a permit under Chapter 62-330, F.A.C., or cause violations of state water quality standards. (17) This permit is issued based on the applicant's submitted information that reasonably demonstrates that adverse water resource -related impacts will not be caused by the completed permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. (18) A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with subsection 62-330.090(7), F.A.C. Such notice is not an encumbrance upon the property. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 10 of 13 NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department for an administrative hearing is timely filed under Sections 120.569 and 120.57, deadline for filing a petition. On the filing of a timely and sufficient petition, this actio final and effective until further order of the Department. Because the administrative hearing is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. This submittal needs to be scheduled fora pubic hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision-mahing bodywIIL rolew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing) under Sections 120.569 and 120.57, F.S. Pursuant to Rule 28- 106.201, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, any email address, any facsimile number, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3), F.A.C., petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under Section 120.60(3), F.S., must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under Section 120.60(3), F.S., however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 11 of 13 under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and par to it. Any subsequent intervention (in a proceeding initiated by another party) w discretion of the presiding officer upon the filing of a motion in compliance with F.A.C. Extension of Time Under Rule 62-110.106(4), F.A.C., a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. This submittal needs to be scheduled for a public hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applicable decision -ma Ning body will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Mediation Mediation is not available in this proceeding. FLAWAC Review The applicant, or any party within the meaning of sections 373.114(1)(a) or 373.4275, Florida Statutes, may also seek appellate review of this order before the Land and Water Adjudicatory Commission under section 373.114(1) or 373.4275, Florida Statutes. Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Any Party to this Order has the right to seek judicial review of the Order Pursuant to Section 120.68, F.S., by the filing of a Notice of Appeal pursuant to Rule 9.110, Florida Rules of the Appellate Procedure, with the clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this Order is filed with the clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68, F.S., by filing a Notice of Appeal pursuant to Rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 12 of 13 Executed in West Palm Beach, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Diane Pupa Program Administrator — Permitting and Waste Cleanup Southeast District This submittal needs to be scheduled fora public hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applica decision-makIng body will renew the Information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit and all copies were sent on the filing date below to the following listed persons: FDEP — Diane Pupa, Christopher Weller, Katie Lizza, Juliana Gomez, Richard Ohnmacht FDEP - Biscayne Bay AP, Biscayne.Bay@floridadep.gov Lisa Spadafina, Miami -Dade County RER, spadaL2@miamidade.gov Sara Gutekunst, TYLIN International, sara.gutekunst@tylin.com Colin Henderson, TYLIN International, colin.henderson@tylin.com FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, F. S., with the designated Department Clerk, receipt of which is hereby acknowledged. November 28, 2018 Date Attachments: Project Drawings and Design Specs., 13 pages Standard Manatee Conditions for In -Water Work, 2011, can be downloaded at http://myfwc.com/media/415448/Manatee StdCondln waterWork.pdf Seagrass Mitigation Plan, Derelict Vessel Removal, 6 pages As -built Certification and Request for Conversion to Operational Phase Form 62-330.310(1)* Request for Transfer to the Perpetual Operation Entity Form 62-330.310(2)* Request to Transfer Permit Form 62-330.340(1)* Commencement Notice Form 62-330.350(1)* *Can be downloaded at: https://floridadep.gov/water/submerged-lands-environmental-resources- coordination/content/forms-environmental-resource Project Name: Miami Marine Stadium Boat Ramp Permit No.: 13-306513-011-EI Page 13 of 13 M IAM I-DADE COUNTY This submittal needs to be scheduled for a public hearing in accordance with tlmellnes set forth in the City of Miami Ccde. The applica de decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. NOTE TO FILE Permit Number: CL1-2019-0115 Project Name: City of Miami Project Address: 3501 Rickenbacker Causeway, Miami Date: February 17, 2021 Project Manager: Rockell Alhale Mitigation Bond: $7,200.00 BBEETF Contribution: $20,672.57 1. In order to mitigate for the loss of habitat and for water quality impacts associated with the maintenance dredging of benthic resources, 255.1 cubic yards of riprap (approximately 344 tons) are required. In order to provide habitat for a variety of invertebrates and protective cover for small fish, 80 cubic yards of riprap (approximately 108 tons) shall be placed on -site around the perimeter of the ramp as indicated on the DERM final approved plans. The riprap shall consist of natural limerock riprap boulders ranging in size from 1 to 3 feet in diameter. Riprap shall be installed in a manner which prevents it from shifting or relocating. Since it is not feasible to place all of the mitigation on -site due to site conditions, DERM is willing to accept the balance of the mitigation as a contribution to the Biscayne Bay Environmental Enhancement Trust Fund for the creation or enhancement of marine habitat located within Biscayne Bay. DERM will hold a $7,200.00 bond and a $15,759.00 contribution to the BBEETF. 2. in order to mitigate for the loss of habitat and for water quality impacts associated with the filling of tidal waters, 9.97 cubic yards of riprap (approximately 13 tons) are required. Since it is not feasible to place the mitigation on -site due to site conditions, DERM is willing to accept a contribution to the Biscayne Bay Environmental Enhancement Trust Fund for the creation or enhancement of marine habitat located within Biscayne Bay. A contribution in the amount of $897.57 is required prior to permit issuance. 3. In order to mitigate for shading impacts to benthic resources, 10.4 cubic yards of riprap (approximatelyl4 tons) are required. Since it is not feasible to place the mitigation on -site due to site conditions, DERM is willing to accept a contribution to the Biscayne Bay Environmental Enhancement Trust Fund for the creation or enhancement of marine habitat located within Biscayne Bay. A contribution in the amount of $936.00 is required prior to permit issuance. 4. In order to mitigate for the removal of 385ft2 of mangrove canopy, and because it is not feasible to mitigate the impact on -site, DERM has agreed to accept a contribution to the Biscayne Bay Environmental Enhancement Trust Fund (BBEETF) in the amount of $3,080.00 based on a 2:1 mitigation ratio and on a cost of $4.00/ft2 to create habitat. PZ-21-11532 11/04/22 PUBL./ 6,11 G 0 a- 4 DEPARTMENT OF THE ARMY PER Permittee: City of Miami c/o Daniel Rotenberg 444 SW 2nd Ave., 3rd floor Miami, FL 33130 Permit No: SAJ-2011-01666 (SP-NML) Issuing Office: U.S. Army Engineer District, Jacksonville F'r ON NOTICE This submittal needs to be scheau lee for a public healing In accordance wilt tmellnes set forth in the City of Miami Cede. The applica deolsion-ma king bcdywill review the lnformagon at the public hearing to render a recommendation or a final dada on. PZ-21-11532 11/04/22 RE NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the U.S. Army Corps of Engineers (Corps) having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. Project Description: To (1) demolish the existing 2,139 sq. ft. boat ramp, (2) install an 8,600 sq. ft (86' x 100') boat ramp with 95 cubic yards of clean rip rap around the base of the ramp and move the boat ramp location 30 feet east of the old boat ramp (3) construct two finger piers associated with the boat ramp, each one is 366.2 Sq. ft (73.25' x 5) concrete fixed pier attached to a 384 Sq. ft. (48' x 8') floating platform by a gangway plank. (4) Turbidity curtains will be installed until all turbidity from construction subsides. The work described above is to be completed in accordance with the 13 pages of drawings affixed at the end of this permit instrument. Project Location: The project site is located at 3501 Rickenbacker Causeway, in Section 17, Range 42E, Township 54S, Miami -Dade County, Miami, Florida 33149 (Folio 01-4217-00-0030). Directions to site: Take 1-95 to Exit 1A (Rickenbacker Causeway), continue two miles past the toll plaza, the project is on the left. Approximate Central Coordinates: Latitude: 25.744123 North Longitude: -80.171028 West Permit Conditions General Conditions: PUBL./ 6,11 0 4 PERMIT NUM BER: SAJ-2011-01666 PERM ITTEE: City of Miami PAGE2of9 F'r ON NOTICE This submittal needs to be schedted for a public hearing accordance with ti metre, set forth in the City of Miami Code. The applica de decision -making body will review the infonnalon at the public hearing to render a recommendation or a final decia on. PZ-21-11532 11/04/22 RE v� r Ew cOQ 1. The time limit for completing the work authorized ends on July19,2024. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature and the mailing address of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Special Conditions: 1. REPORTING ADDRESS: The Permittee shall submit all reports, notifications, documentation and correspondence required by the general and special conditions of this permit to the following address: PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 3of9 This submittal needs to be schedu led for a public hearing in accordance with timelines set forth in the City of Miami Ccde. The applica tie decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. a. For standard mail: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Branch, 9900 Southwest 107th Avenue, Suite 203, Miami, Florida 33176. PZ-21-11532 11/04/22 b. For electronic mail SAJ-RD-Enforcement@usace.army.mil (not to exceed 10 MB). The Permittee shall reference this permit number, SAJ-2011-01666 (SP-NML), on all submittals. 2. SELF -CERTIFICATION: Within 60 days of completion of the work authorized by this permit, the Permittee shall complete the attached "Self -Certification Statement of Compliance" form (Attached) and submit it to the Corps. In the event that the completed work deviates in any manner from the authorized work, the Permittee shall describe the deviations between the work authorized by this permit and the work as constructed on the "Self -Certification Statement of Compliance" form. The description of any deviations on the "Self -Certification Statement of Compliance" form does not constitute approval of any deviations by the Corps. 3. COMMENCEMENT NOTICE: Within ten (10) days from the date of initiating the authorized work, the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit. 4. ASSURANCE OF NAVIGATION AND MAINTENANCE: The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structures or work herein authorized, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 5. TURBIDITY BARRIERS: Prior to the initiation of any of the work authorized by this permit, the Permittee shall install floating turbidity barriers with weighted skirts that extend to within 1 foot of the bottom around all work areas that are in, or adjacent to, surface waters. The turbidity barriers shall remain in place and be maintained until the authorized work has been completed and all suspended and G 0 o PUBL, n OF J�O NlV PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE4of9 NOTICE This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Ccde. The applicade decision -making body % iIL renew the information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 erodible materials have been stabilized. Turbidity barriers shall be removed upon stabilization of the work area. 6. POSTING OF PERMIT: The Permittee shall have available and maintain for review a copy of this permit and approved plans at the construction site. 7. AGENCY CHANGES/APPROVALS: Should any other agency require and/or approve changes to the work authorized or obligated by this permit, the Permittee is advised a modification to this permit instrument is required prior to initiation of those changes. It is the Permittee's responsibility to request a modification of this permit from the Miami Permits Section. The Corps reserves the right to fully evaluate, amend, and approve or deny the request for modification of this permit. 8. CULTURAL RESOURCES/HISTORIC PROPERTIES: a. No structure or work shall adversely affect impact or disturb properties listed in the National Register of Historic Places (NRHP) or those eligible for inclusion in the NRHP. b. If during the ground disturbing activities and construction work within the permit area, there are archaeological/cultural materials encountered which were not the subject of a previous cultural resources assessment survey (and which shall include, but not be limited to: pottery, modified shell, flora, fauna, human remains, ceramics, stone tools or metal implements, dugout canoes, evidence of structures or any other physical remains that could be associated with Native American cultures or early colonial or American settlement), the Permittee shall immediately stop all work and ground - disturbing activities within a 100-meter diameter of the discovery and notify the Corps within the same business day (8 hours). The Corps shall then notify the Florida State Historic Preservation Officer (SHPO) and the appropriate Tribal Historic Preservation Officer(s) (THPO(s)) to assess the significance of the discovery and devise appropriate actions. c. Additional cultural resources assessments may be required of the permit area in the case of unanticipated discoveries as referenced in accordance with the above Special Condition ; and if deemed necessary by the SHPO, THPO(s), or Corps, in accordance with 36 CFR 800 or 33 CFR 325, Appendix C (5). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR 0 PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 5 of 9 This submittal needs to be scheduled for a public hearing in accordance with timelines set forth in the City of Miami Ccde. The applica tie decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Part 325.7. Such activity shall not resume on non-federal lands without written authorization from the SHPO for finds under his or her jurisdiction, and from the Corps. d. In the unlikely event that unmarked human remains are identified on non- federal lands, they will be treated in accordance with Section 872.05 Florida Statutes. All work and ground disturbing activities within a 100- meter diameter of the unmarked human remains shall immediately cease and the Permittee shall immediately notify the medical examiner, Corps, and State Archeologist within the same business day (8-hours). The Corps shall then notify the appropriate SHPO and THPO(s). Based, on the circumstances of the discovery, equity to all parties, and considerations of the public interest, the Corps may modify, suspend or revoke the permit in accordance with 33 CFR Part 325.7. Such activity shall not resume without written authorization from the State Archeologist and from the Corps. 9. FILL MATERIAL: The Permittee shall use only clean fill material/riprap boulders for this project. The material shall be free from items such as trash, debris, automotive parts, asphalt, construction materials, concrete block with exposed reinforcement bars, and soils contaminated with any toxic substance, in toxic amounts in accordance with Section 307 of the Clean Water Act. 10. MANATEE CONDITIONS: The Permittee shall comply with the "Standard Manatee Conditions for In -Water Work — 2011". 11. PROJECT DRAWINGS: The project must be completed in accordance with the enclosed construction drawings (pages 1-13), date -stamped by the U.S. Army Corps of Engineers (Corps) on 3 July 2019, and the general and special conditions which are incorporated in, and made a part of, the permit. 12. WATER QUALITY CERTIFICATION: The Permittee shall comply with the specific conditions specified in the Environmental Resource Permit No. 13-306513- 011-El issued by the South Florida Water Management District on 28 November 2018 13. MITIGATION BANK CREDIT PURCHASE: Within 30 days from the date of initiating the work authorized by this permit, the Permittee shall provide verification to the Corps that 0.025 of Salt Water Credits federal mitigation bank credits have been purchased from the FPL Everglades Mitigation Bank (SAJ- 1995-00155). The required verification shall reference this project's permit number (SAJ-2011-01666). PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 6 of 9 This submittal needs to be scheduled fora public hearing in accordance with timelines set forth in the City of Miami Code. The applicable decision -making bcdy will renew the informaton at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 14. SEA TURTLE AND SMALLTOOTH SAWFISH CONDITIONS: The Permittee shall comply with National Marine Fisheries Service's"Sea Turtle and Smalltooth Sawfish Construction Conditions" dated March 23, 2006, (Attachment ). Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: (x) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) (x) Section 404 of the Clean Water Act (33 U.S.C. 1344) () Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413) 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit. PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 7 of 9 d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. This submittal needs to be scheduled fora public hearing in accordance with timelines set forth in the City of Miami Code. The applicable decision -making bcdy wilt renew the informaton at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above). c. Significant new information surfaces which this office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions: General Condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, indicates that you accept and agree to comply with the terms and conditions of this permit. PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 8of9 7 (? l (PERMITTEE) (DAT setefe/ /'pro t016 r (PERMITT E NAM E-P INTED) . pr. 1-4- 0/7MtUn� This permit beco►►1ies effective when the Federal official, designated to act for the Secretary of the Army, has signed below. This submittal needs to be scheduled fora public hearing in accordance wibr timelines set forth in the City of Miami Code. The applicable decision -making bcdy will renew the information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 CLOUSER.MEGAN.L.1275434929 Dateally signe07.1d y C O5SER.MEGAN.L.1275434929 (DISTRICT ENGINEER) (DATE) Andrew D. Kelly, Jr. Colonel, U.S. Army District Commander When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE -SIGNATURE) (DATE) (NAME -PRINTED) (ADDRESS) (CITY, STATE, AND ZIP CODE) PERMIT NUMBER: SAJ-2011-01666 PERMITTEE: City of Miami PAGE 9of9 Attachments to Department of the Army Permit Number SAJ-2011-01666 1. PERMIT DRAWINGS: 13 pages, dated July 7, 2019 This submittal needs to be schedu led fora public hearing in accordance with timelines set forth in the City of Miami Ccde. The applica tie decision -making bodywill renew the information at the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 2. WATER QUALITY CERTIFICATION: Specific Conditions of the water quality permit/certification in accordance with General Condition number 5 on page 2 of this DA permit. 45 pages. 3. MANATEE CONDITIONS: 2 pages, Standard Manatee Conditions for In -Water Work — 2011 4. SEA TURTLE — SAWFISH CONDITIONS: 1 page, Sea Turtle and Smalltooth Sawfish Construction Conditions, revised March 23, 2006 5. SELF -CERTIFICATION FORM: 1 page CITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM Indicated below Hector Badia Interim Director Office of Capital Improvements DATE: SUBJECT: Request for Waiver & Zoning Fees REFERENCES: ENCLOSURES: 9/12/2022 This submittal needs to be scheduled fora public hearing in accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision -making body NC renew the Information at the pane hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 PZ No.: 21-11532 and 22-14696 The Office of Capital Improvements, an agency of the City of Miami, is requesting a fee waiver to applicable Planning and Zoning fees pursuant to Chapter 62, Article VI, Section 62-25 of the City of Miami Code of Ordinance. The Office of Capital Improvement is serving as the applicant of said applications on behalf of the Department of Real Estate & Asset Management. We understand the requested fee waiver is not applicable to the Art in Public Place (AIPP) fee or the Pre -Application Fees. The AIPP fee has been or will be paid in accordance with Article 11 of Ordinance 13114 ("Miami 21"), as amended. This memorandum serves as a request to waive the fees for the following projects: Project Project No. PZ No. Virginia Key Boat Ramp and Trailer Parking 40-B70046 21-11532 Virginia Key Boat Ramp and Trailer Parking 40-B70046 22-14696 Should you have any questions or need additional information, please contact me or my Assistant Director, Jorge Mora at (305) 416-1297. Please indicate your approval below: (Approval/)isapproval: (Approval)isapproval: Lakisha Hull, Director Planning Department 7)ai 3' E.AeAf- Daniel Goldberg, Director Zoning Department cc: Nzeribe Ihekwaba, Ph. D., P.E., Deputy City Manager Larry Spring, CPA, CFO/Assistant City Manager Jacqueline Lorenzo, Interim Director, Department of Real Estate & Asset Management Jorge Mora, Assistant Director, OCI Giraldo Marquez, P.E., Chief Project Manager, OCI Pedro Alvarado, Project Manager, OCI INDEX OF DRAWINGS (A-0) BUILDING Virginia Key Boat Ramp and Trailer Parking 3501 RICKENBACKER CSWY This submittal needs to be scheduled fora pobdc hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision-makIng bodywill renew the Information al the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Document Name Drawing Name Description V-1 SPECIFIC PURPOSE SURVEY LAND SURVEY W/ TREE DISPOSITION CHART V-2 TREE DISPOSITION PLAN / TREE DISPOSITION CHART TREE DISPOSITION CHART A-1 ARCHITECTURAL PLAN PAGE 1 SIGNED & SEALED, PROPOSED RAMP PLAN A-2 ARCHITECTURAL PLAN PAGE 2 SIGNED & SEALED, BOAT RAMP LONGITUDINAL SECTION A-3 ARCHITECTURAL PLAN PAGE 3 SIGNED & SEALED, DOCKS CROSS SECTIONS A-4 ARCHITECTURAL PLAN PAGE 4 GRADING PLANS A-5 ARCHITECTURAL PLAN PAGE 5 PROPOSED GRADING PLAN A-6 SITEPLAN OVERALL SITEPLAN A-7 ENVIROMENTAL IMPACTS SEAGRASS & MANGROVE AREA IMPACTS DRAWING A-8 TURBIDITY CONTROL FLOATING TURBIDITY BARRIER PLAN RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Alexander Liebert DATE 01/29/2021 7 m Mean High Water Line +/— NAVD 88 Elevation 0.18' NGVD 29 Elevation 1.74' NOTE: REFER TO SHEET CM-2.4 FOR GRADING PLAN. Ar EXIST. FLOATING DOCK PROPOSED CONC. BOAT RAMP, TYP.. ROCK REVETMENT APRON 4 —0" BENT �� TYP. - 35'-0" N 54�5 it E 9QR.7*9 FF. SLAB NOTES: 1. CONTRACTOR SHALL ADD REINFORCEMENT AS REQUIRED FOR LIFTING. PROVIDE SUFFICIENT HOIST PORTS & BRACING TO AVOID CRACKING PRECAST SLABS HARDNING. 2. CUT LIFTING INSERTS FLUSH W/ CONCRETE AFTER INSTALLATION AND COAT W/ EPDXY 3. PROVIDE Y2" V—GROOVE FINISH ON SLABS. 4. MINIMUM PRECAST SLAB WIDTH SHALL BE 2'-6". Am. 14 18'— 6" PROPOSED GANGWAY, TYP. 20 -0" PROPOSED FIXED J DOCK, TYP. (ELEV. +5.0') PROPOSED CLEATS 12' O.0 BOTH SIDES, TYP. 33'-0" PROPOSED CONC. FLOATING DOCK, TYP. CONC. BOAT — RAMP 7" C.I.P. CONC. SLAB W/WWM 6X6—W2.9XW2.9 MID —DEPTH ALUMINUM LADDER, TYP. PROPOSED GUIDE PILE, TYP. 0 0 N 513564.04 E 928842.01 QUANY TOTAL RIPRAP VOLUMETITTABLE 80 CY kTOTAL LENGTH OF RIPRAP APRON 245 LF a 0 10 GRAPHIC SCALE 11X17: 1 =20' 20 JASON TAYLOR;°.',�„'moo, BM LADOP ONPE 7'-6" C.I.P. CONC. RAMP SLAB ABOVE MHW FIXED DOCK AREA OVER WATER 416 SQ. FT FLOATING DOCK AREA 960 SQ. FT MIAMI MARINE STADIUM BOAT RAMPS CI, OF MIAMI, FLORIDA 33035 TYL IN I NTERNATIONAL 201 Alhambra Circle Suite 000 Coral Gables, Florida 331134 Phone: 305-567-1888 Fax. 305-567-1001 MARINE ENGINEER CUMMINS CEDERBERG, IN SOUTH asa rvF OM CUMMINS CEDERBERG Coastal & Ma.,ne Engineering MIAMI MARINE STADIUM - BOAT RAMP SEAL MASON S. TAYLOR P E. 960277 GENERAL REVISIONS DERIvl COMMENTS LkJ PROJECT NO 39102 DRAWN VC CHECKED SCALE AS SHOWN S#EET3EOPOSED RAMP PLAN SHEET 50E10CM-2.0 MATCHLINE I #57 tFILL — PRECAST CONC. RAMP SLABS GRAVEL TOE BREAK ELEV. -3.25' NGVD 10 5 z 0 5 119'-4" 51- 1- 70' 4" 17'-0" 17'-0" 17'-0" 17'-0" / / / PROPOSED GRADE (SEE CIVIL) TOP OF RAMP© ELEV. +3.0' NGVD' 6" PRECAST CONC. RAMP SLABS ON GRADE WITH4 @12" EA WAY MID -DEPTH / I EXIST. GRADE TDP OF DOCK , ELEV. +5.0' NGVD C.I.P. CONC. SLAB ON GRADE, ABOVE MHW N PRECAST I DECK SLABTYP. , I _ --, .. MHW = +1.74' NGVD MLW = -D.31' NGVD .. L. . — — �1 .:rl: - . PRECAST CONCI RAMP SLABS g L!I BENT, TYP. II CONC. PILE u BEYOND, TYP. H I/ 3" SLAB JOINT WITH COMPACTED#57 GRAVEL FILL, TYP. U '-'- 19'-3" 0 50'-0" RAMP - 8H:1V SLOPE I PILEGUIDE , TYP. 4'X30' GANGWAY LONGITUDINAL SECTION 48'-0" TYP. SEE DETAIL ININUIThass a ¢ a:As\-b=_a_J4sp�eaeaTc�a - 3 4' O" GEOTEXTILE 10.-0" R CKcK REVETMENT 6H:1V SLOPE SCALE: 1:6 (11X17) HINGE BOLTED CONN. IN/ RUBBER GASKETS CONC. FLOATING DOCK SYSTEM, GANGWAY TOE OF RAMP PONTOON JOINT ELEV. —4.9' NGVD LONGITUDINAL SECTION SCALE: 1:6 (11X17) TYP. 100 SEE SECTION, I ® TYP. PVC CAP, TYP CAP ELEV. +14' GUIDE PILE, TYP. NOTICE JASON S TAYLOR ,a,o, VRInnONCSOFTSTRRIES DC=I'IREERERTONN% AND ELECTRONIC COPIES RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Alexander Liebert DATE 01/29/2021 .MHW = +1.74' NGVD MLW = -0.31' NGVD 20' MIN. EMBED., TYP. TIP ELEV. -30' NGVD, TYP. 10 5 0 5 0 z 0 PROJECT MIAMI MARINE STADIUM BOAT RAMPS CI, OF MIAMI, FLORIDA 33035 TYLININTERNATIONAL 201 Alhambra C rolle Sole 000 Coral Gables Florida 331134 Phone. 305 500 1888 Fax 305500-100'I MARINE ENGINEER s50 R of ROACEDERBERG,SUITE 2, INC. aN SOUTH MIAMI, FLORIDA 33103 CUMMINS CEDERBERG Coastal &Marine Engineering MIAMI MARINE STADIUM — BOAT RAMP SEAL No. 60277 s n1r or JA?OIk, o , i3 TAYLORaa4a4w MASON S. TAYLOR v E. 9e0277 GENERAL REVISIONS DERIvl COMMENTS PROJECT NO 39102 DRAWN VC CHECKED SCALE AS SHOWN sN el (el( OAT RAMP LONGITUDINAL SECTION SHEET OF'°CM-2.1 HOOKED PILE CAP REINF. @ ENDS T&B OMHW +1.74' NGVD 0 MLW -0.31' NGVD GUIDE PILE BEYOND, TYP. DOCK SECTION SCALE: 1:3 (11X17) PROPOSED REINFORCED CONC. DECK TO BE INSTALLED s ELEV. +5.0' NGVD PROPOSED REINFORCED CONC. CAP TO BE INSTALLED CONC. RAMP 7" CLR TYP. T/RIP-RAP FLUSH W/ RAMP @ FLOATING DOCK. BEYOND. 14" CONC. PILES, TYP. TO BE INSTALLED sTIP ELEV. -25.0' NGVD 12" HDG CLEAT @ 16' 0.C. MAX., TYP. CONC. FLOATING DOCK SYSTEM, TYP. CONT. FENDER, MLW = -0.31' NGVD FULLY ENCAPSULATED SOLID POLYSTYRENE CORE GEOTEXTILE SEAGRASS PROVIDE #5 TRANSVERSE BARS @ 12" 0.C. MAX. TOP AND BOTTOM RER • NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Alexander Liebert DATE 01/29/2021 TYP. SLAB REINF. LIS z o � CD 1cc #5 CONT. #5 @ 12" H. #4 @ 12" X 2'-0". - 8" k THICKENED P EDGE 3" CLR TYP. DOCK SLAB SECTION SCALE: 1:3 (11X17) ROVIDE #5 TRANSVERSE BARS SPACED AT 12" 0.C. MAX. FLEXURAL BARS PROVIDE #5 LONG. BARS @ 12" O.C. TOP PROVIDE #6 @ 12" 0.C. BOTTOM LONG. NOTICE JASON m S TAYLOR ELECTRONIC COPIES T/REVETMENT FINISHED GRADE FLUSH W/ CURB TYP (SEE CIVIL PLANS) REVETMENT 4" BROOMED EDGE FINISH @ PERIM. TYP. EXIST. 3" V-GROOVE SEAGRASS FINISH, TYP. GEOTEXTILE RAMP EDGE TERMINATION DETAIL 1� SCALE: 1:3 (11X17) CM-2.1 'y WWM 8"x8" THICK EDGE W/#5 B. CONT. RAMP EDGE TERMINATION DETAIL 2� SCALE: 1:3 (11X17) CM-2.1 MIAMI MARINE STADIUM BOAT RAMPS CI, OF MIAMI, FLORIDA 33035 TYLININTERNATIONAL 201 Alhambra Girolle Suite 000 Coral Gables, Florida 331134 Phone. 305-567-11888 Fax. 305-567-110011 ENGINEERMARINE CUMM INS CEDERBERG, INC. 7550 RED ROAD, SUITE 2, SOUTH MIAMI, FLORIDA 33103 CUMMINS CEDERBERG Coastal & Maxine Engineering MIAMI MARINE STADIUM - BOAT RAMP SEAL GENERAL REVISIONS OM CONSTRUCTION DOCUMENTS PROJECT NO 39102 DRAWN VC CHECKED SCALE AS SHOWN SHEETTFRLE DOCKS CROSS SECTIONS SHEET 10F'°CM-2.2 ALUMINUM PEDESTRIAN/BIKE RAILING INDEX 862 (PBR) WITH TYPE ] PICKET INFILL PANEL. T.O.W. ELEV. 5.0' PROPOSED GRAVITY WALL FOOT STANDARD PAVEMENT RECONSTRUCTION INDEX 60]] ELEV. VARIES I FROM DO'' TO 5.0' NGVD REGRADE Id BACK _ TO MATCH EXISTING DETAIL 1- PROPOSED RETAINING WALL EXISTING GROUND Mean High Water ,Line +7— NAVD 88 Elevation D.18' NGVD 29 Elevation 1.74' EXIST. CONC. BOAT RAMP TO BE DEMOLISHED MATCH EXISTING ELEV. 2.59' 4. PROPOSED CONC BOAT RAMP, TYP. OF PAVEMENT PROPOSED -\ GANGWAY, TYP. mrete Romp PROPOSED FIXED DOCK, TYP. (ELEV. +5.0')' PROPOSED FLOATING DOCK, TYP. 0 5 Concrete UPLAND GRADING SHALL MATCH PROPOSED 5.0' (NGVD) GRADE LINE PROPOSED GUIDE PILE, TYP. PROPOSED ELEVATION PAVEMENT AREA TO RECONSTRUCT Mean Nigh Weter Elne +)— NAVD 88 Elevation 0.18' NGVD 29 Elevation 1,�4' Uoe of Water 5 PM O8 04O4G _ y 4 —D viegetatlon Line 36'-5� Mag Nail & D'Isc 513549 458 E 928830�GVD 1964 29) EL. 5.65 TOP OF WALL ELEV. 5.00' / J PROP. RETAINING WALL - SEE DETAIL ON THIS SHEET REGRADE GRAVEL AREA TO MEET EXISTING GRADE a NOTICE PROJECT MIAMI MARINE STADIUM BOAT RAMPS 3501 RICKENBACKER CAUSEWAY MI, FLORIDA 13935 rintLININILEHNIALONALJ 201 Alhambra Circle Suite 900 Coral Gables, Florida 33134 Phone: 305-567-1888 Fox: 305-567-1771 MARINE ENGINEER CUMMINS CEDERBERG, INC. 7550 RED ROAD. SUITE 217 SOUTH MIAMI, FLORIDA 33143 TEL: *1 305 741-6155 FAX: ♦1 30S-929-1959 WWW.CUMNINSCEOERBERG.001.1 COP 29052 CUMMINS CEDERBERG Coaxal & Maxine Engineering MIAMI MARINE STADIUM — BOAT RAMP SEAL Mlcbell M Arena Flora. P E No.62472- "Ter N I fema anal - 201 A. mb a Cm Solfe 000, Coral tiles L331. Prin ed copies of tbls doe m nt are ot consal red sign tl&seal cl The merle. e must be vent. on the lec molt o 2021 �203151a27-os'00' MICHELLE M. ARANA P.E. 862972 PROJECT 8-70046 DRAW CHECKED SCALE AS SHOWN SHEET TILE GRADING PLAN SHEET P-4.0 SLOPE UP, FR. FLD TYP CUT AREA, TYP. FILL AREA, TYP. 31'-6" PROPOSED 9'-6" RIPRAP, TYP. TYP. / 17'-9' / joirrA1 A 0 rr„73 44 el A l: 1:41 . .„„. ZZ /lre*:Ovifjfj az All: � o Elo lag N RAMP CURB, TYP. 7" C.I.P. CONC. SLAB W/WWM 6X6-W2.9XW2.9 aDMID -DEPTH, TYP. 10 20 GRAPHIC SCALE 11X17: 1' 20' �._— CONC. BOAT 5 0" RAMP, TYP. TYP' LEGEND CUT AREA FILL AREA SLAB FILL AREA QUANTITY TABLE PLAN AREA TOTAL CUT VOLUME 123.1 CY 3,323.7 CF 4,350.3 SF TOTAL CUT VOLUME (BELOW MHW) 103.2 CY 2,786.4 CF8 3 SF TOTAL FILL VOLUME NO SLAB 4.6 CY 125.5 C F_ � m m* 8 SF TOTAL FILL VOLUME NO SLAB (BELOW MHW) 4.6 CY 125.5 CF `'•: eR"'."""#T3 SF TOTAL FILL INCLUDING SLAB 19.9 CY 573.3 CF 1,335.5 SF TOTAL FILL INCLUDING SLAB (BELOW MHW) 17.9 CY 483.3 CF 997.3 SF TOTAL RIP RAP AREA 1660 SF DEMOLITION VOLUME (ASSUMES A 6" SLAB) 80.5 CY 2,175.1 CF 4,350.3 SF *NOTE: DREDGING IS MAINTENANCE 10 5 5 10 10 5 5 10 10 =0 5 —10 EXIST. GRADE � L PROPOSED RAMP PROFILE 7 MHW = +1.74' NGVD CUT AREA, TYP. MLW = 0.31' NGVD 10 20 30 40 50 DISTANCE IN FEET FROM BASELINE SECTION SCALE: H1:10 V1:5(11X17) 60 70 EXIST. GRADE PROPOSED RAMP PROFILE FILL AREA, TYP. 8 111 CUT AREA, TYP. MHW = +1.74' NGVD MLW = -0.31 NGVD —71 10 20 30 40 50 DISTANCE IN FEET FROM BASELINE RER - NATURAL RESOURCES DIVISION PRELIMINARY APPROVAL NAME Alexander Liebert DATE 01/29/2021 SECTION SCALE: H1:10 V1:5(11X17) 60 70 PROOSED RAMP PROFILE EXIST. GRADE - 81 CUT AREA, TYP. MHW = +1.74' NGVD FILL AREA, TYP. - MLW = -0.31' NGVD —1T 10 20 30 40 DISTANCE IN FEET FROM BASELINE SECTION SCALE: H1:10 V1:5(11X17) 50 60 70 10 5 10 10 5 10 10 5 5 NOTICE JASON °y s TAYLOR °„";n','a,� MIAMI MARINE STADIUM BOAT RAMPS CI, OF MIAMI, FLORIDA 33035 TYLININTERNATIONAL 2011 Alhambra Circle Suite 900 Coral Gables Florida 33134 Phone. 305 5671888 Fax. MARINE 1 ENGINEER NS SOUTH SW R MED ROAD, SUITE 2, IMrvSBRCEDERBERG,asa coM CUMMINS CEDERBERG Coastal & Marine Engineering MIAMI MARINE STADIUM - BOAT RAMP SEAL JASON S. TAYLOR v E. 560277 PROJECT NO 39102 DRAWN VC CHECKED SCALE AS SHOWN srvkSOSED GRADING PLAN SHEET 0OF'°CM-2.4 PROPOSED RIPRAP V.11 /4 '1. DEMOLISH AREA TO RECONSTRUCT PROPOSED RIPRAP NEW BOAT RAMP FACILITY 1, 1 — `-iF�l("_`-'-Lw'�1 (1l.•4 4 .i V DEMOLISH AND REMOVE EXISTING RIP —RAP WALL PROPOSED RETAINING WALL (SEE DETAIL 1 ON P-4.0) ASPHALT PAVEMENT RECONSTRUCTION (SEE SHEET P-4.0 FOR GRADING DETAILS) UPLAND GRADING SHALL MATCH PROPOSED 5.0'(NGVD) r r"r9. .- GRADE LINE rt - ts` � r. r i - J �— 4 fii NOTICE ( • r , ra 71— fi_ - - 11 1 ,r "-r - C.;� 11� .s! - — a. -A. (11:. ► i �' X. �,:. -' . a- .=c zL �. %sew, -i -• L,; ,, - S ' � it,1"U k, 1 1_ 1- I L:_ s � Li C-(� it i '41 .? PROJECT MIAMI MARINE STADIUM BOAT RAMPS 3501 RICKENBACKER CAUSEWAY MIAMI, FLORIDA 33435 I bV LININ 1 HHNAI IONAI 1 201 Alhambra Circle Suite 900 Coral Gables, Florida 33134 Phone: 305-567-11MB Fox: 305-567-1771 MARINE ENGINEER CUMMINS CEDERBERG, INC. 7550 RED ROAD, SUITE 217 SOUTH MIAMI, FLORIDA 33143 TEL: ♦1 305 741-6155 FAX: it 305-974-1969 UNAY.CUMMINSCEDERBERG.COM CO* 29062 CUMMINS CEDERBERG Coastal & Maxine engineering MIAMI MARINE STADIUM — BOAT RAMP 'EAL Mch 1 MA Flonda P.E. No.2472- TYLN ntern to 1-201 Alham raC' S 'te 000, Coral Gables, F 3 134 Pt, ed co le o th1 cc m nt re n t on Id dsealed. ae9tel c 2d thelectronic 00212011 :4-0'0' MICHELLE M. ARANA P.E. p62472 PROJECT NO. B-70046 DRAWN CHECKED SCALE AS SHOWN 1';50' SHEET TITLE SITEPLAN SHEET p_3.0 / Mean High Water ,Line + j— NAVD 88 Elevation D.18' " NGVD 29 Elevation 1.74' 9 3 AREA OF MANGROVE - SCRUB IMPACTS 486 SF AREA OF MANGROVE CANOPY IMPACT 385 SF AREA OF SEAGRASS IMPACTS* AREA OF MANGROVE SCRUB IMPACTS* *PER DERM SURVEY PERFORMED ON 08-07-2019 -AREA OF SEAGRASS IMPACTS 2,759 SF NOTICE PROJECT MIAMI MARINE STADIUM BOAT RAMPS 3501 RICKENBACKER CAUSEWAY MIAMI, FLORIDA 33435 1 I-YLININ 1 FRNAI IONAI 1 201 Alhambra Circle Suite 900 Coral Gables, Florida 33134 Phone: 305-567-1888 Fox: 305-567-1771 MARINE ENGINEER CUMMINS CEDERBERG, INC. 755D RED ROAD, SUITE 217 SOUTH MIAMI. FLORIDA 33193 TEL: it 305 791-6156 FAX: H1 305-979-1969 WWW.CUMMINSCEDERBERG.COM CDA 29062 CUMMINS CEDERBERG Coaxal & Maxine Engineering MIAMI MARINE STADIUM — BOAT RAMP SE Michelle M Arena Flori a P.E. No. 62472- TYLINI ternatmnal- 201 Alhambra CT, Suit 900, Cora G tiles, FL 33134 Print d °pies oft is docume tare not cord red sign d &seale .The sign tux must be, fie on the e ectron12.03 c o nt 2021.12.0315 n:02,0500 MICHELLE M. ARANA P.E. Y62972 PROJECT NO. B—M046 DRAWN CHECKED SCALE AS SHOWN l":40' SHEET TILE ENVIRONMENTAL IMPACTS SHEET P-6.0 BISCAYNE BAY TURBIDITY BARRIER TURBIDITY BARRIER NOTES 1. TURBIDITY CURTAINS SHALL BE DEPLOYED IN A MANNER NOT TO ENTANGLE OR HARM MANATEES. 2. TURBIDITY SHALL BE MONITORED AS OUTLINED IN THE REGULATORY PERMITS. 3. TURBIDITY BARRIERS ARE TO BE USED IN ALL PERMANENT BODIES OF WATER REGARDLESS OF THE WATER DEPTH. 4. NUMBER AND SPACING OF ANCHORS DEPENDENT ON CURRENT VELOCITIES. 5. DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 6. NAVIGATION MAY REQUIRE SEGMENTING BARRIER DURING CONSTRUCTION OPERATIONS. EROSION/SEDIMENT CONTROL NOTES THE PURPOSE OF EROSION CONTROL IS TO PREVENT POLLUTION OF BODIES OF WATER ON OR ADJACENT TO THE PROJECT SITE. IN ADDITION, EROSION CONTROL SHALL PREVENT DAMAGE TO ADJACENT PROPERTY, AND WORK IN PROGRESS. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSPECT ALL EROSION CONTROL DEVICES PERIODICALLY AND AFTER EVERY RAINFALL. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. FLOATING TURBIDITY BARRIER 4 SLOTTED PVC CONNECTOR PIPE (METAL COLLAR REINFORCED) R18EINFOZ ORCED NYLON PVC FABRIC (300 PSI TEST) A"VINYL SHEATHED EAW STEEL CABLE (9800 LBS. BREAKING STRENGTH/ WITH GALVANIZED CONNECTORS (TOOL FREE DISCONNECT) CLOSED CELL SOLID PLASTIC FOAM FLOTATION (81 DIA. EQUIV.) (17 LBS. PER FT. BUOYANCY) CLOSED CELL SOLID PLASTIC FOAM FLOTATION (61 DIA. EQUIV.) (12 LBS. PER FT. BUOYANCY) ."GALVANIZED CHAIN 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMETS 71 =5' STD. (SINGLE PANEL FOR DEPTHS 5' OR LESS). =5' STD. (ADDITIONAL PANEL FOR DEPTHS 5'). CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER. POLYPRO ROPE (6STRENGTH%REA ING }"GALVANIZED Cij'AI FLOATING TURBIDITY BARRIERS NOTICE PROJECT MIAMI MARINE STADIUM BOAT RAMPS 3501 RICKENBACKER CAUSEWAY MIAMI FLORIDA 13935 17NUNINILEHNIALIONALJ 201 Alhambra Circle Suite 900 Coral Gables, Florida 33134 Phone: 305-567-1888 Fox: 305-567-1771 MARINE ENGINEER CUMMINS CEDERBERG, INC. 755D RED ROAD. SUITE 217 SOUTH MIAMI, FLORIDA 33143 TEL: *1 305 741-6155 FAX: ♦1 300-929-1959 WWW.COMMINSCEOERBERG.COM COP 29052 CUMMINS CEDERBERG Coaxal & Maxine Engineering MIAMI MARINE STADIUM — BOAT RAMP SEAL Mic elle M Arana Florida P.E. No. 62472 - TYL N Int rn tional -2011 Alh mbra Cir, Suite 90 , Coral Gab es, FL 134 Prin edeo ie of this doc t r n t con 'dered gnd&s al d.T e sign Lure mu the v died on t e Iectro is docume ts. 2021.12.03 115:115:28-05'00' MICHELLE M. ARANA P.E. #52922 5 6 PROJECT NO. B-70046 DRAWN CHECKED SCALE AS SHOWN 1.:40• s hEt-r11TLE TURBIDITY CONTROL P-5.0 INDEX OF DRAWINGS (C-0) PARKING & SIGNAGE Virginia Key Boat Ramp and Trailer Parking 3501 RICKENBACKER CSWY This submittal needs to be scheduled fora pobdc hearing In accordance wM1h timelines set forth in the City of Miaml Code. The applicade decision-makIng bodywill renew the Information al the public hearing to render a recommendation or a final decision. PZ-21-11532 11/04/22 Document Name Drawing Name Description C-1 PARKING PLAN SUMMARY OVERALL MARKING AND SIGNAGE PLAN C-2 PARKING PLAN PAGE 1 MARKING AND SIGNAGE PLAN 1 OF 2 C-3 PARKING PLAN PAGE 2 MARKING AND SIGNAGE PLAN 2 OF 2 C-4 SIGNAGE MARKING AND SIGNAGE DETAILS 60 SCALE IN FEET 60 120 SEE W Z J 2 H A4 MAG NAIL T WASHERHER LB 4B 24 NORTHING: 512049.40 EASTING: 929869.89 ELEV:3.31' (NAVD88) BOAT RAMP (UNDER CONSTRUCTION) CP ATK5 # 105 MAG NAIL & WASHER LB 24 NORTHING'. 513514.20 EASTING'. 928989.24 ELEV'. 4.59' (NAVD88) GENERAL NOTES: 1 ALL SIGNS SHALL COMPLY WITH THE MUTCD (LATEST EDITION). ALL PAVEMENT MARKING SHALL COMPLY WITH THE MUTCD (LATEST EDITION), FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (2020) SECTION 710, AND CITY OF MIAMI ENGINEERING STANDARDS FOR DESIGN AND CONSTRUCTION (LATEST EDITION). 3 FOR ADDITIONAL PAVEMENT MARKING INFORMATION REFER TO SHEETS 2,3 AND 4 4 FOR PAVEMENT MARKING DETAILS REFER TO SHEET 4 5 FOR SIGN DETAILS REFER TO SHEET4. 6 ANY EXISTING MARKING IN CONFLICT WITH THE NEW MARKING AS SHOWN, SHALL BE REMOVED. DISABLED PARKING PAVEMENT LOGO OPTINOAL PER (FDOT) SIZE 3 OR 5 FEET IN HEIGHT AND WHITE IN COLOR. MARINE STADIUM STANDS RICKENBACKER CAUSEWAY « PROJECT MIAMI MARINE STADIUM BOAT RAMPS F.lJNIN I hWVAI IUNAL 201 Alhambra Circle Suite 900 Coral Gables, Florida 33134 Phone.305-56,1888 Far.: 306-567-1,1 ENGINEERNE CUMMINSCEDERBERG, INC. 7550 RED ROAD, SUITE 2, SOUTH MIAMI, FLORIDA 33143 0.1969 W WW.CUMMINSCEOERBERG.conn CUMMINS I CFUFRRFRG Coastal & .Marine Engineering MIAMI MARINE STADIUM - BOAT RAMP PARKING EAL PROJECT NO. DRAW ML CHECKED AOC C LE A SHOW SHEET TITLE OVERALL MARKING AND SIGNAGE PLAN SHEET No. O O O BOAT RAMP (UNDER CONSTRUCTION) hI ❑ O MARKING POINT N:513367.11 E.928785.81 LAYOUT POI ON:513351 E.928859 PARKING SPACES: (THIS SHEET) DISABLED (10.7'' x 60') 3 EA TRAILER (10' x 45') 14 EA O 8" YELLOW DIAGONAL STRIPE (TYP ) LAYOUT POINT TAKEN AT CENTERLINE BETWEEN MARKING AS SHOWN DETAIL"A" NTS 20 _ 0 20 40 SCALE IN FEET SEE DETAIL "A" ON THIS SHEET Oo ❑ ❑ ❑ ❑ ❑ ❑ LAVOUTPOINT N'. 513351 84 R7-8 SIGN E.928919.70 r7 F 0 EH ❑ • ❑ R1-1 STOP SIGN AND R3-1 SIGN MARKING POINT N'. 513306.24 E.928824.23 aL' MARKING POINT N:513322.59 E.928801.81 MARKING POINT N:513255.77 E.928791.93 RADIUS POINT N'. 513329.90 E.928752.35 LAYOUT POINT SEE DETAIL "D'-' N 513302.86 ON SHEET 4 E.928909.15 MARKING POINT N'. 513313.16 E.928841. 22 RADIUS POINT N'. 513247 07 E.928782.56 R LAYOUT POINT N'. 513303.06 E.928924.15 SEE DETAIL "C" ON SHEET4 SEE DETAIL "B" ON SHEET4 LAYOUT POINT N:513165.35 E.929065.52 MARKING POINT N:513147 45 E.929083.62 -s -► -► -► RADIUS POINT N:513129.63 E.929073.25 DIUS POINT N'.513264.55 E.928732.58 �36 Rra 1� 0 MARKING POINT N'. 513222.69 E.928775.57 I MARKING POINT N:513195.74 E.928749.33 MARKING POINT N:513299.58 E:928855.17 MARKING POINT N'. 513265.04 E.928820.67 MARKING POINT X X X X X X N'.513130 E.928750.20 frryl MARKING POINT N:513243.96 E.928818.42 OD CO RI E➢ MARKING POINT N:513221.96 E'.928808.35 MARKING POINT N:513199.06 E.928786.05 / RADIUS POINT N:513163.65 / E.928]8229 fl RADIUS POINT N:513164.18 E.928821.88 MARKING POINT N:513128.35 E.928787.00 12 El TVP.) S" YELLOW CENTER STRIPE (TYP) 6" WHITE EDGE STRIPE (TYP.) 30' 6" DOUBLE YELLOW EDGE STRIPE (TYP.) 6" WHITE EDGE MARKING POINT N:513134.39 E.929024.84 RADIUS POINT N:513105.73 E.928996.94 ®rl MARKING POINT N'. 513077 83 E.929025.60 RADIUS POINT N:513041.07 E.928933.99 R1-1 STOP SIGN MARKING POINT N:513012.41 E.928906.09 48' (TYP.) -x MARKING POINT N:513013.17 E.928962.65 © ©I E LAYOUT POINT N:513165.95 E.929110.08 4" YELLOW EDGE STRIPE (TYP.) �11 MARKING POINT N:513115.68 E.929087.58 WHITE THROUGH LANE -USE ARROW (TYP.) REFER TO DETAIL "E" ON SHEET 4 MARKING POINT N'.512993.45 E.928968.57 RADIUS POINT N'.512972.52 E.928990.07 R30' R5-1a WRONG WAY SIGN E PROJECT MIAMI MARINE STADIUM BOAT RAMPS oa�o„rr�.r I 1 •YLININ I FHNAI IONAI [ 201 Alhambra Circle Suite 900 Coral Gables, Florida 33134 Phone. 305-56]-1888 Fax. 305-567-1771 MARINE ENGINEER CUMMINS ROAD, CEDERBERG, G, INC. SOUTH N11.11, FLORIDA 33,13 CU\LULNS I CEDERBERG crustal s Marine Engineering MIAMI MARINE STADIUM - BOAT RAMP PARKING SEAL PROJECT O. B-70 ML CHECKED AOC 24" WHITESTOP R1-1STOP SIGN _ HE ET (TVP) AND R3-1 SIGN TITLE 2KING POINT E 1gMARKING AND SIGNAGE AND R3-2 SIGN N'.918969.0214 SHEET No. PLAN 1 OF 2 E.928969.14 X g1x x x x x x 2 R1-1 STOP SIGN SCALE S SHOWN W I ©I 6" WHITE EDGE STRIPE (TYP) 10' 16' (TYP.) (TYP.) PARKING SPACES: (THIS SHEET) DISABLED (12' x 18') 2 EA REGULAR 90' (9' x 18') 14 EA REGULAR 45' (8.5' x 26.5') 13 EA TRAILER (10' x 45') 30 EA TRAILER (10'x 60) 28 EA R1-1 STOP SIGN 48' (TYP.) 30' 6" DOUBLE YELLOW EDGE STRIPE (TYP) WHITE THROUGH LANE USE ARROW (TYP) REFER TO DETAIL "E" ON SHEET 4 6" YELLOW CENTER STRIPE (TYP ) ❑ MARKING POINT MARKING POINT N'. 512559.86 E.929476.42 MODIFIED SIGN R4 (SEE SHEET 4) MARKING POINT N'. 512547 30 E.929450 42 MARKING POINT N'. 512540.92 E.929451. 52 MARKING POINT N'. 512519.97 E.929447 13 N:512585.37- 4.5 E.929491.52 MARKING POINT N:512587.26 E.929479.9 MARKING POINT N:512549.10 E.929400.84 R1-1 STOP SIGN RADIUS POINT N:512567.11 E.929392.14 MARKING POINT N:512552.78 E.929378.19 R1-1 STOP SIGN MARKING POINT N:512527.15 E.929432.82 MARKING POINT N'. 512527 36 E.929439.54 MARKING POINT N:512517.42 E.929423.35 2 II II 11 11 II I MARKING POINT MARKING POINT N'.512518. 19 N 512514.56 E.929527 07 E.929564.01 MARKING PO INT.,„� N'. 5 2500.75 MARKING POINT E.929514.58 N'.512556.10 E.929488.14 R1-1 STOP - SIGN �Q\ R5 rybh A\ MARKING POINT N'.512516.57 E.929448.59 MARKING POINT N:512509.51 E.929422.63 R1-1 STOP SIGN AND R3-1 SIGN MARKING POIN N'.512510.08 E.929528.48 R5, MARKING POINT N'. 512527 34 E. 929576,45 MARKING POINT N'.512511.07 E'.929567 60 tt MARKING POINT N'. 512505 FRS-E.929523.9542 MARKING POINT N'.51249777 E.929554.65 MARKING POINT N'. 512500 49 E.929495.08 i LAYOUT POINT' N512483.54- E.929621.44 LAYOUT POINT N:512482.74 E.929561.92 MODIFIED SIGN R4 (SEE SHEET 4) LAYOUT POINT N'. 512454.20 E.929533.33 MARKING POINT MARKING POINT N'.512501 86 N'.512454.30 E.929491 65 E.929526.25 LAYOUT POINT MARKING POINT N:512492.53 N:512507.11 E.929448.91 E.929486.26 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ LAYOUT POINT N'.512206.99 E.929905.74 MARKING POINT N:512138.87 E.929914.88 N LAYOUT POINT MARKING POINT MARKING POINT N'.512206.18 N'.512120.16 N'.512123.16�• E.929845.74 E.929864.81 E.929916.68 MARKING POINT )► lip. )► )► N'. 512086.99 MARKING POINT E929881 47 LAYOUT POINT N'.51213426 N'.51215756 929862.03� MARKING POINT E. E.929838.11 N'.512084.34 E.929877 02 MARKING POINT N'. 512489.72 E.929554.75 I / l R1-1 STOP SIGN AND R3-2 SIGN LAYOUT POINT N:512113.03 E.929838.70 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1© 1 o o 0 0 o 0 0 0 0 ❑ o MARKING POINT N'.512103.33 R1-1 STOP E.929848.67 SIGN MARKING POINT N512082.40- E.929870.16 N 0 J W m W W W Z J U 2 20 SCALE IN FEET D 2D 4D MARKING POINT N'.512156.89 E.929957.20 R5-1 WA XSITN MARKING POINT N:512075.15 E.929877.62 AS3SIGN ANN H3-1-1 SIGN ATK10 # 110 NORTHING: 512049.40 EASTING: 929869.89 ELEV:3.31' (NAVD88) PROJECT MIAMI MARINE STADIUM BOARICKFHT RAMPS .n Fl 3w35 1 F.lJNIN I FI NAI IUNAIJ 201 Alhambra Circle Suite 900 Coral Gables, Florida 33134 Phone.305-56,1888 Far.: 305-56,1,1 ENGINEERNE CUMMINSCEDERBERG, INC. 7550 RED ROAD, SUITE 2, SOUTH MIAMI, FLORIDA 33143 W WW.CUMMINSCEOER0.1969 BERG.COM CUMMINS I CFUFRRFRG Coastal & .444rine Engineering MIAMI MARINE STADIUM - BOAT RAMP PARKING Adolfo 0 Canal�m'®",","_L6' 4007 PROJECT NO. DRAW ML CHECKED OC C LE A SHOW SHEET ITLE ARKING AND SIGNAGE PLAN 2 OF 2 SHEET No. 3 P Boni TRAILER LAYOUT-s / \ STOP STOP SIGN (R1-1) NTS WRONG I WAY WRONG WAY SIGN (R5-1a) NTS NO RIGHT TURN (R3-1) NTS RESERVED PARKING FOR PERSONS WITH DISABILITIES (R7-8) NTS NO LEFT TURN (R3-2) NTS 24' ALI TRAILERS BLACK / LEGEND WHITE BACKGROUND (RETROREFLECTIVE) MODIFIED SIGN R4 NTS DETAIL"E" NTS 4. BETWEEN STRIPES 4" WHITE STRIPE (TYP.) DETAIL "B" NTS 4. BETWEEN STRIPES 6" BLUE STRIPE (TYP.) 4" WHITE STRIPE (TYP.) DETAIL"C" NTS NOTE: 1 THE CONTRACTOR SHALL REFER TO THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION SECTION 710 FOR THE MATERIALS TO BE USED FOR STRIPPING, MARKING AND PAINTING PARKING STALLS. 6" BLUE STRIPE (TYP) DETAIL "D" NTS 6" WHITE CHEVRON MARKING AS PER FDOT (2020) STANDARD PLANS INDEX 711-001 6' (TYP.) 241 WHITE STOP BAR 6" DOUBLE YELLOW EDGE STRIPE 6" WHITE EDGE STRIPE SIGN ADJACENT TO STOP BAR DETAIL NTS NOTES: 1 THE CONTRACTOR SHALL REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR EXACT DIMENSIONS. THE CONTRACTOR SHALL REFER TO THE FDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION SECTION 710 FOR THE MATERIALS TO BE USED FOR STRIPPING, MARKING AND PAINTING PARKING STALLS. —4— DISABLED PARKING SIGN NTS NOTES: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, WHITE SYMBOL IN BLUE BACKGROUND 1-1/2" BLACK LETTERS ON WHITE BACKGROUND 1-3/4" CONC. FILLED GALV. MTL. PIPE. TO BE PAINTED BLACK BREAKAWAY SIGN POST BASE 6"X 1'-6" DEEP NON -SHRINK EPDXY GROUT FOOTING 2 WELDED # 3 BARS 4' LONG COMPACTED FILL 1 TOP PORTION OF R7-8 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL. 2 BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. PROJECT MIAMI MARINE STADIUM BOAT RAMPS lJNIN I LHNAI IUNAIJ 201 Alhambra Circle Suite 900 Coral Gables, Florida 33134 Phone.305-56,1888 Far. 305-567-1,1 ENGINEERMARNE CUMMINSCEDERBERG, INC. 7550 RED ROAD, SUITE 2, SOUTH MIAMI, FLORIDA 33143 0.1969 W WW.CUMMINSCEOERBERG.Conn CUMMINS I CFUFRRFRG Coastal Marine Engineering MIAMI MARINE STADIUM - BOAT RAMP PARKING SEAL ADOLFO CANAL P.E. 40072 PROJECT NO. DRAWN ML CHECKED AOC SCALE AS SHOWN SHEET TITLE MARKING AND SIGNAGE DETAILS SHEET No. 4 ST. EDGE OF PA YEW •E CE DEMOLISHED (eY OTHERS) litao tor r - (BY OT HERS) PROPOSED sj NC. BOAT RAMP RP -RAP WALL TO BE DEMOLISHED (BY OTHERS) RECOMMEND TO REMOVE RP -RAP LOCATIONWALL BY HAND N THIS METAL PLATE (TVP) "AMMO 00 T-9 T-8 T-7 TREE DISPOSITION CHART ASPHALT it w D., M- L PL TE 7 "Y\'. RIC'ENBACKER CAUSEWAY 80TANICA, NAVE COMMON MAME D8x (IN,I PIE (FT R1 CANOPY SPITAD !APPROX.I DISPOSITION TACC PPOTECTION zOME(r z)PIOoetl , PIER NOTE: REMOVALS ARE ACCOUNTED FOR fM THE FOLLOWING PERMITS: FOEP: ERP I3-306513-010-El, OSACE' SA1,2011-01666 (SP-NML); DERM: CLI-2019-0015 T-20 T-18 T-19 EREE PROTECTION BARRIER TREE PROTECTION BARRIER -61 \ /£DCE OF WATER 5 °PLAN DETAIL. °TREE BANDING DETAIL. Ala detsl lereoolnmenc. naxnat one where other tree protection dus svlcan no: be used. T-21 T-22 T-23 T-24 T-25 ° WOOD BARRIER DETAIL ° i ENGINEERS I PLANNERS I SCIENTISTS - DRAWN -TREE CHECKED REVISION DISPOSITION PLAN / TREE DISPOSITION / TREE PROTECTION DETAILS 3501 RICKENBACKER CAUSEWAY CHART A PORTION of SECTION 17, TOWNSHIP 54 SOUTH, RANGE 42 EAST VIRGINIA KEY, MIAMI—DADE COUNTY, FLORIDA SHEET 1 OF 2 DATE BY DESCRIPTION CONSTRUCTION MANAGERS 111, L425WCypesaCreek Road, 51 101 Fort �,a�mio. FL 33w9. 9s+.naTeTe•wwwNa.� K C I LICENSED BUSINESS NO. 6901 KCI PROJECT NUMBER: 512100016.00CI DATE: MARCH 30. 2021 ERIS, CONC BOAT RAMP TO RE DEMOLISHED (BY OTHERS) EXIST TREE/PALM 0 PROPOSED TREES TO REMAIN P DEMOLISHED (BY °THERE) WAI1[/ END TO IN THIS LOCATION PROPOSED c ROA.T RAMP (BY OTHERS) 3501 RICK=NBAC<EP CAUSEWAY BgaTrOHIrTPTTEX TREE PROTECTION BARRIER --'A \ /DGE OF WATER Note: Details and mitigation calculations were shown on sheets 1 and 2, but have now been removed due to current information. \ er• IwMk: LANDSCAPE TABULATION OF QUANTITIES "RFPIACPMFNI DOH EMIR TREE i ENGINEERS I PLANNERS I SCIENTISTS D�wN CHECKED - - .„ REVIS ION TREE DISPOSITION PLAN TREE DISPOSITION / TREE PROTECTION DETAILS 3501 RICKENBACKER CAUSEWAY CHART A PORTION OF SECTION 17, TOWNSHIP 54 SOUTH, RANGE 42 EAST VIRGINIA KEY, MIAMI—DADE COUNTY, FLORIDA SHEET 2 OF 2 DATE BY DESCRIPTION CONSTRUCTION MANAGERS �g 1425WCy1mssCreek Road, Suite 101 Hon ta„asmalafl33399.954.na16W •www.lctl.wm K C I LICENSED BUSINESS NO. 6901 KCI PROJECT NUMBER: 512100916.000I DATE MARCH 3D. 2021 LAND DESCRIPTION: A PORTION OF SECTION -17, TOWNSHIP 54 SOUTH RANGE 42 EAST ® Miami SITE OF SURVEY LOCATION 5RETCH (No To srxE) GLF cuPIN LINK FEN, IN iNcHE3 MCW- DAN COUNTY RECORDS uumapp SYMBOLS: CATCH BASIN ® ELELTB�c ew PALM TREE OSOryE ws I T-4A 2x2 METAL PLATE (TYP) T-9 T T-10 ASPHALT T-15 3501 RICKENBACKER CAUSEWAY :ICE OF WATER 2 .2 METAL PLATE (TYP ELECTRIC CABINET ASPHALT SURVEYOR'S REPORT AND NOTES: RAISED SEAL OF A FLORIDA LICENSED PROFESSION, SURVEYOR AND MAPPER. ELE,RONIC VERSIONS OF THIS SURVEY MAP HAVE 2. THE PURPOSE OF THIS SPECIFIC PURPOSE SURVEY IS TO LOC,E ABOVEGROUND IMPROVEMENTS AND OBTAIN TREE INFORMATION iNcLuDING AND/ORDELETIONS HEIGHT. TREE HEIGHT. 3 OTHER THAN THE SIGNING PAP, OR PARTIES IS PROHIBITED WITHOUT THE INSTRUMENTS OF RECORD. I. UNDERGROUND ENCROACHMENTS WERE NOT LOCATED OR SHOWN HEREON. O. IMPROVEMENTS THAT WERE OBSCURED AT THE TINE OF SURVEY WERE NOT LOCATED OR SHOWN HEREON. 12. DISTANCES SHOWN HEREON ARE IN U.S. SURVEY FEET AND DECIMAL PORTIONS THEREOF, UNLESS SHOWN OTHERWISE. Is. GRID BEARINos sHowNHEREoN ARE RELATwET T Ns MERCATOR PROJECTION. NOR, AMERICAN DATUM F eT/201. AND ESTABLISHED BY GLOBAL POSITIONING SYSTEM POPS, - RE TIC (R*B1 METHODS USING THEMNT(NAD11 RIMBLE VIRTUAL REFERENCE STATION Mt51. 14. THE EXPECTED HORIZONTAL ACCURACY OF THE FEATURES SHOWN HEREON IS WW2' FOR THE LIMITS OF HARD SURFACES. SUCH AS ASPHALT, CONCRETE. CURBING. BUILDINGS, ETC. AND IS 30.3- FOR GROUND SURFACE FEATURES, SUCH AS SURFACE FEATURES OF UTILITIES. ETC. AND IS 30.4- FOR FEATURES PROT,DING OUT OF THE GROUND. SUCH AS UTIUTY POLES, FENCES, TREES, ETC. TREE DISPOSITION CHART NO SCIENTIFIC NAME COMMON NAPE (FT I (APPRON.1 CONDITION 0ISPUSI TION GRAPH. SCA. ( IN PEST 1 CERTIFICATE: THAT ETHIS,SPECIFIC FpURP,OSE S13RVEYRAUTS7THFELoSTANDARDS OF PRACP10E SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL Tij11:1E,G4',0E-NrHDE ',DADAELEFRIDAPorsEAJEJID HEU1EON. CODE, PURSUANT TO SECPION 972 027. FLORIDA STATUTES. SNRjEroPS. ENGNEERG AND PLANNERS Benjamin B Hoyle 2021.12.17 '00'05- 14:11:52 Z ENGINEERS I PLANNERS I SCIENTISTS DRAWN CHECKED — _ �, REVISION SPECIFIC PURPOSE SURVEY 3501 RICKENBACKER CAUSEWAY A PORTION of SECTION 17. TOWNSHIP 54 SOUTH, RANGE 42 EAST VIRGINIA KEY, MIAMI—DADE COUNTY, FLORIDA SHEET 1 OF 1 DATE BY DESCRIPTION IIP CONSTRUCTION MANAGERS 1425W Cypress Creek Road, Suite 101 K C I Fort Lauderdale, FL 33309. 954.776.1616. www.kcicom LICENSED BUSINESS NO.6901 KCI PROJECT NUMBER: 512100916.DDCI DATE MARCH 25, 2021 ARTICLE I UxvmNILY.OF el +u- MAKE REFERENCE sr✓E nor rouvrY 7AAME AND DOCUMENTS ”LED , ntwE_ uEM sG n✓rs DATE MP .vcNrre,�. e SURVEYORS WORT OF TOPOGRAPHIC SURVEY MIAMI MARINE STADIUM SITE ISLAND OF VIRGINIA KEY CITY OF MDIMK, MIAMI-DADE COUNTY, FLORIDA ARTICLE SURVEY NAP/REPORT PORT OP TOVOORAPNIC SURVEY. 3 CAS M / E5// As rrmcwvoreaTED 555O// W55 ,VDE A vA cE... E "' cE cG,�w"'" rN c9"`• rraD susvr � susvr DOTE) %N eanm.Eoiox wnH SOUS was oN ✓uer 3�. 2ore DESCRI AV mower ARA: ARMIN A Cn N„, „N,ersk( sGo oaINFORMATION Avowc v`nuoosi`%`am v vw'ricrureEs ore r..rs svreves re cre m srac eow� aaw✓ 'Zs "faJEs rom. (A,vsic-c va) or nfs REP, ARMED V eµa G a ov✓uro N .As Em RECORDED PURPOSE ar THIS suaucr ms /uve ,uar eE m�uneE.eco a wc-ocnNca nraoRECORDED lUzy 795, PLAT BOOK , AT PAGE ,9 TROPOZITAN cre s orrice roe Y MGw714-1 E "'N', naeroa 52✓/AAPISAP NOPND EAMERICA %N BOUNDARY MD 70POGRAPPC rE„ (C, ✓a9 ND Aa2sTJPORT�As usSHEe rervrsED TS ED 03. LIE STATES DEVA,vrmEi✓r cr Aasrae/ cEaTa)((NOW 5E cE l,NAvoe Nsu,%ANDc reaTrEiv mavrosecvnaAPPEARS TO MeeR r5FEET. AS 9u%1,N ON TIP. PEXRDED O7L�Ory✓Uv . r982 10. BEND"muw t.D N)rL 29 (NOV019)ELEVATION 4 9.5.4 FEET ARIHUR LAN, , ROAD ON THE , Er (iw>D DATUM Q 2/929E(NGwz9).OELTy[ TO ANDttNrrwmE w rvDmr%AmEzury vE AL DAIUM 9% /NAD588). ore %.DDzzDNTAL Arm vERT;p4 CONTROL. THE FOLLOW/NG U.S.NATrDNAZ CEO SU (NGs)srAnDry APT., ra. FATE/CO.V r ,/, Av%-DIE NAD eE( %%) vom/ 25,335.3T05. J 080' 09 .5.5,8 NAwea DRTALMET,ec HEldn. a]23 WE/ERS)/2.3] (FEET) ADJUSTED ADJUSTED ARTICLE 19 f/V ADDIT/ON 'THE Ft, s�W � �eovi oNs WERE NOT LOCAIED. ecca%/ arc 0Eram roa NATURAL o AND 1 AND am LO,.7 Eueas MEASURED o 3601 RfC.KENBACK, THE, AREAS AR ARTICLEei BOUNDARY A'DaY.ftSTENLY6S/q/ALEECATIOKS ARTICLE HD APPARENT PREEMIE UM EVERY ATIEMP7 WAS MADE MATTERS, SUB.ECT TO IHE ARTICLE LE ARTICLE El SURVEYOR'S CLriINCATS: SONS OF THE SIANDARDS OF PRACT/CE ATIMVS NORTH ramarce. INC !lam CERITIOtlfr OP ACINORDAITON N DERE. LEN -57 PERFORMED L 0 I TTOAT 1RIFA LEGEND • LE CENTER uvE Ci b FIRE, OUT (tl rus rou FLOOD UGHT O ua RaE (Sarvirip SEWER)® MANHOLE ONVO p METER (WATER) ik PA, ® eot7 E PULL BOX M • TELEPHONE PEDESTAL 1L VALVE (WATER) NOS ®CAZM LEGEND ABBREVIATORS vn,— PAINTED UP., WATER ,VE PZ-21-11532 - OW FENCE ORS - CONCRETE STUCCO CONC. = CONCRETE ORfCfNAL RECORD BOOK ONO. - UNDERGROUND - UNKNOWN NOTA BOUNDARY SURVEY) STA WATERFORD NAY SUITE 7(b CLIENT Y o! GAT PROJECT TASK ORIGINAL• �m.,,a n REVISIONS: • '?�, ]08 NO. i«Tc DRAWN /kT K I N SD� WARN F� 73726 (3061 `92-727fi 6- , 673 CITY OF MIAMI MIAMI MARINE STADIUM VIRGINIA KEY TOPOGRAPHIC SURVEY 1- 811 - DESIGNED z- CHECKER 3- QC o,hn. ATKINS NORTH AMERICA, INC. �����"'Lr��- CITY OF MIAMI, FLORIDA 4' Know what's bBIOW. 5 FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER L824 o u 5 CBI) before you dig. SHEET: 1 OF 4 ,14./12/FVT, sF 1,,S,11,12 AA j NOTICE PZ-21-11532 MOT A BOUNDARY SURVEY) 800 WATERFORD„WZ MIAMI, FL 93126 CLIENT ,oN ,,, ,-. / 6, ..,.` PROM CT MIAMI MARINE STADIUM VIRGINIA KEY TASK ORIGINAL. , REVISIONS: 1- 811 JOB NO. ...,.., ATKIN DRAWN DESIGNED CHECKED 2- 0061592-7275 38, , „.., .„, , CITY OF MIAMI TOPOGRAPHIC SURVEY 3- QC ATKINS NORTH AMERICA, INC. 3,8,•C' , CITY OF MIAMI, FLORIDA 4- FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB24 C 01 5 Know what's below. Call before you dig. SHEET: 2 OF 4 I- GRAPHIC SCALE IN FEET 6l�BAM1ENTAREA PARCEL 7-C 1 PARCEL 1- 1 CITY umvas, 52o.oa (CI, LOOTS RESOLUTION 60, (c e. PA, 160 2 s. P. � P 520. oa daCCIAlIFF YEW MOM OMNI 245220 r 29 pi • • - ®IIrq® " NMI \\. PARCEL 1-B --- 5.00 Of NIAIN-ONDE COUNTY 55220 E 420.00 MARINE STADIUM STANDS CONCRETE STRUCTURE I .�a rvJI & 4' ACYCE3IEACKE9 CAUSEWAY _ RICKEABACI059 CAUSEWAY ASNOILI .wv.a7„1,4 cws 14" FAL 84.44. or a»a„ OF.., rraez LIOILIED WIN OM, rSOFA., OF.,& ORA STA ROOSTED SAYsToOnT/58, NOTA BOUNDARY SURVEY) K W ATEPF4RDWAY 51JtTE7� I N 58211 MrMft Ft f3051592a275 CLIENT �U,. YTY OF `� .+CY IJ ., . CITY OF MIAMI PROJECT MIAMI MARINE STADIUM VIRGINIA KEY TASK TOPOGRAPHIC SURVEY (m.,,a n REVISIONS: REVISIQNS: s- 811 ]OD NO. Ime /�T DRAWN DESIGNED z- CHECKED 3- QC N•nL. ATXtN5 NORTH AMERfCA, INC. o.rrI"'rr�a CITY OF MIAMI, FLORIDA FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER LB24 J � � It 5: Know what's CBI) beforeore youdig. SHEET: 3 OF 4 1- ULM 2MeLE MA. LIME 'all EMEIA YMEAITAfEi4 46 35 54E 914 9a .111111 MYN NI` ARYNtT MYMMI\ P is NOT PLATTED PORT/ON OF SECTION 17, TOWNSHIP 54, RANGE 42 EAST i Irr MPJ '. =gyroe ar. _... _.. $452015A5 E30 Fa '4-80 noW.r ( OS0Ui0NECI Lv R Iso m OAOF Rv PROPERTY) ,bnd1 ttflWr �Mnu to .-.. II • Mir AOC( Aw— ru rs _ Tr �ntmm cin uvm' raTr or e sort coux� iuTrory rvo. s<-soe) (rJTr acsrotunax rvo RICXBIEMCKER CAUSEWAY LC OF 6[Y. z 71293. `92eas MOW 1254.62' GRAPHIC SCALE IN FEET ORA STA MOT BOUNDARY SURVEY) WATERFORDWAY CLIENT OF PRWECT TASK ORIGINAL. • ' �, 1.9...1 xoR No. I« AT DRAWN DESIGNED K 51JtTE 7� MrAnraF� I N S 93126 y{y G zY' '� FI CITY OF MIAMI MIAMI MARINE STADIUM VIRGINIA KEY TOPOGRAPHIC SURVEY REVISIONS: 1- 1 8� ■ z- CHECKED As 3- rvn QC o,. (703) `92-727fi - ATKINS NORTH AMERICA, INC. ��,�I."L ^ CITY OF MIAMI, FLORIDA 4- FLORIDA CERTIFICATE OF AUTHORIZATION NUMBER L824 I �� x 5 Know what's below. CBI) before you dig. SHEET:40F4 .‘tr., • - A , .0 0 September 12, 2022 Date CITY OF MIAMI HEARING BOARDS MIAMI RIVERSIDE CENTER 444 SW 2ND AVENUE, 3RD FLOOR MIAMI, FLORIDA 33130 RE: Property Owner's List Within 500 Feet of: Street Address(es) 3501 Rickenbacker Causeway, Miami FL 33149 Total number of labels without repetition: 11 I certify that the attached ownership list, map and mailing labels are a complete and accurate representation of the real estate property and property owners within a 500-foot radius of the subject property listed above. This information reflects the most current records on file in the Miami -Dade County Tax Assessor's Office. I also understand that a new list will be requested by the City of Miami Hearing Boards if it is determined the property owner information list initially submitted is older than six (6) months. Sincerely, Signature Lorraine Rosado-Pietri Printed Name or Company Name 444 SW 2nd Ave, Miami FL 33130 Address 305-416-1448 Telephone lrosadopietri-c@miamigov.com E-mail Rev. 10-18 OWNERS NAME 1 CITY OF MIAMI DEPT OF P & D ASSET MANAGEMENT DIVISION 2 CITY OF MIAMI/ASSET MGMT 3 CITY OF MIAMI 4 CITY OF MIAMI-RUSTYDELI ASSET MANAGEMENT DIVISION 5 CITY OF MIAMI /ASSET MANAGEMENT RICKENBACKER MARINA 6 CITY OF MIAMI-DEPT OF P&D ASSET MANAGEMENT DIVISION 7 MIAMI DADE COUNTY GSA -PUBLIC WORKS, CAUSEWAYS DIV. 8 CITY OF MIAMI-RICK MARIN ASSET MANAGEMENT DIVISION 9 CITY OF MIAMI DEPT OF P7D ASSET MANAGEMENT DIVISION 10 CITY OF MIAMI ASSET MANAGEMENT DIVISION 11 BOARD OF PUBLIC INSTRUCTION MAILING STREET ADDRESS ClriMITATE ZIP COD 444 SW 2 AVE STE 325 MIAMI FLORIDA 33130 444 SW 2 AVE #325 MIAMI FLORIDA 33130 444 SW 2 AVE 2FL MIAMI FLORIDA 33130 444 SW 2 AVE STE #325 MIAMI FLORIDA 33130 444 SW 2 AVE STE #325 MIAMI FLORIDA 33130 444 SW 2 AVE STE #325 MIAMI FLORIDA 33130 111 NW 1 ST STE 2460 MIAMI FLORIDA 33128 444 SW 2 AVE STE #325 MIAMI FLORIDA 33130 444 SW 2ND AVE STE 325 MIAMI FLORIDA 33130 444 SW 2ND AVE STE 325 MIAMI FLORIDA 33130 1450 NE 2 AVE MIAMI FLORIDA 33132 ► ► 11 = .Mi US 01-4217-000-0110 US 01-4217-000-0030 US 01-4217-000-0010 US 01-4218-000-0011 US 01-4218-000-0030 US 01-4218-000-0010 US 01-4208-000-0020 US 01-4217-000-0020 US 01-4217-000-0012 US 01-4217-000-0031 US 30-4217-000-0100 LEGAL DESCRIPTION 17 18 54 42 20.487 AC M/L BEG 1709.52FTW & 1954.40FTNW OF SE COR OF SEC TH N 45 DEG W 3075FT S 00 DEG W 650FT 45 DEG E2620FT N 44 DEG E 460FT TO POB LESS BEG 1709FTS & 1954.40FTNW OF SE COR OF SEC TH SW263FT NW9OFT NE63FT NW245FT NE200FT SE335FT TO POB LESS PORT OF CITY OF MIAMI OWNED LAND ON VIRGINIA KEY & LEASED TO MARINE STADIUM ENTERPRISES INC IDENTIFIED AS LEASE AREA 1-A 1-B 1-C & PARCEL B FAU 30.4217.000.0110 171854428 AC A PORTION OF CITY OF MIAMI OWNED LAND ON VIRGINIA KEY AND LEASED TO MARINE STADIUM ENTERPRISES INC IDENTIFIED AS LEASE AREAS 1-A 1-B 1-C AND PARCEL B F/A/U 30-4217- 000-0110 17 54 42 6.47 AC M/L GOUT LOT 1 IN SEC LESS PORT LEASED TO UNIVERSITY OF MIAMI & LESS BEG AT SE COR OF SE1/4 OF SEC TH N 89 DEG W 125.20FT NLY-NELY AD 307.40FT TO E/L OF SE1/4 S 00 DEG E 280.99FT TO POB & LESS COMM AT X OF C/L OF RICKENBACKER CSWY & S/L OF SEC 17 S 45 DEG E 251.67FT N 64 DEG E 930.84FT FOR POB CONT N 64 DEG E 671.08FT S 25 DEG E 496.81 FT S 43 DEG W 100FT N 89 DEG W 516.35FT N 45 DEG W 328.66FT TO POB & LESS BEG 1000FTN M/L OF SE COR OF SEC TH S 64 DEG W 1133.85FT M/L S 25 DEG E 496.81 FT M/L S 43 DEG W 100FT M/L S 89 DEG E 685FT M/L NELY-NLY AD 1047.35FT M/L TO POB AKA VIRGINIA KEY OR 3080-129 1148 3 18 54 42 3.497 AC COMM SE COR OF SEC 17 TH W2649.84FT M/L NW4700.21FT NE520FT FOR POB TH NW602.87FT S 60 DEG W 180FT N 29 DEG W 100FT N 60 DEG E 359.69FT SE650.70FT SW200FT TO POB PER LEASE AGREEMENT BETWEEN CITY OF MIAMI & BISCAYNE BAY RESTAURANT F/A/U 01-4218-000-0010 BLDG N/A/U 01-4218-000-0020 TENANT OWNED IMPROVMENTS LOCATED ON A PORTION OF CITY OF MIAMI LAND ON VIRGINIA KEY KNOWN AS LEASED PARCEL #2 SAID PARCEL BEING LEASED TO MARINA BISC INC BY LEASE AGREEMENT OF JULY 8 1977 & FURTHER SUB -LEASED UNDER FOLIO 01-4218-000-0031 18 54 42 531.50 AC PARCEL C AS PER DB 1900-355 LESS PORTION LEASED TO BISCAYNE BAY RESTAURANT CORP LOT SIZE IRREGULAR 150FT R/W FOR CAUSEWAY FROM VIRGINIA KEY TO POINT VIEW IN SEC 8-17-18-19 54 42 & SEC 13 52 41 & LESS COMM 1 INCH DIAM IRON PIPE SET IN CONCRETE MARK OF C/L OF RICK CSWY & S/L OF SEC 17 TH N 89 DEG W 2649.97FT N 45 DEG W 3692.72FT N 00 DEG W 189.72FT FOR POB CONT N 00 DEG W 91.35FT S 45 DEG E 264.73FT S 44 DEG W 65FT N 45 DEG W 200.55FT TO POB 17 18 54 42 PORT OF CITY OF MIAMI OWNED LAND ON VIRGINIA KEY PER LEASE AGREEMENT TO MARINA BISCAYNE INC K/A LEASE AREA NO 2 LESS ACCESS RD & LESS SUBLEASED AREA A/U FOLIO 01 4218 000 0031 & LESS COMM 1 INCH DIAM IRON PIPE SET IN CONCRETE MARK OF C/L OF RICK CSWY & S/L OF SEC 17 TH N 89 DEG W 2649.97FT N 45 DEG W 3692.72FT N 00 DEG W 189.72FT FOR POB TH N 00 DEG W 91.35FT N 45 DEG W 162.13FT S 44 DEG W 65FT S 45 DEG E 226.31FT TO POB 17 54 42 .92 AC M/L BEG 2565.05FTW & 638.82FTNELY & 1697.97FTNW OF SE COR OF SEC CONT NW200FT SW200FT SE200FT NE200FT TO POB 17 54 42.75 AC M/L BEG 1709.52FTW & 1954.40FTNW OF SE COR OF SEC TH SW263FT NW90FT NE63FT NW45FT NE200FT SE135FT TO POB LOT SIZE 32670 SQ FT FAU 30-4217-000-0030 17 54 42 11.18 AC M/L BEG SE COR SEC W1709.52FT N 45 DEG W809.4FT TO POB CONT NW1145F S 44 DEG W460FT S45 DEG E978.03 FT N 64 DEG E489.37FT TO POB LESS COMM AT SE COR OF SEC N 89 DEG W 1709.52FT N 45 DEG W 1954.40FT S 44 DEG W 460FT S 70 DEG E 86.34FT FOR POB TH N 42 DEG E 35FT S 47 DEG E 35FT S 42 DEG W 35FT N 47 DEG W 35FT TO POB LOT SIZE 487082 SQ FT OR 14528-664 0490 3