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Home My WebLink AboutApplication and Supporting DocumentsFirst Name: Email: City of Miami Planning Departnrnt & Office of Zoning httpl/www.miamigov.com'planning httpl/www.miamigov.com'zoning E-naiE eplanp crmiamigov.com Planning (305) 416-1400 Zoning (305) 416-1495 Richard rbrown@miamigov.com miamigov.com Comprehensive Plan Application Application SUBMITTER INFORMATION Last Name: Brown Request Number PZ-24-18326 PRIMARY APPLICANT INFORMATION First Name: Planning Departnent Corporation: City of Miami Adch-ess: 444 SW 2nd Ave City: Miami Email: EPIanPZ cr miamigov.com Last Name: State: Phone: Florida Tip: 3054685900 33130 PRIMARY OWNER INFORMATION First Name: City of Miami Last Name: CITY OF MIAMI DEPT OF P&DASSET Corporation: MANAGEMENT DIVISION Mailing Address: 444 SW 2 AVE #325 Address: City: Email: 444 SW 2ndAv Miami EplanPZ cr miamigov.com Project Name: Project Address: City: Master Folio Number. State: Phone: Florida Tip: 3054685900 33130 PROJECT INFORMATION Watson Island Seaplane Base 980 MACARTHURCSWY Miami 0132310610040 State: Florida Unit Number: Tip: 33130 That under the penalty of perjury, I declare that all the information contained in this permit application is accurate to the best of my knowledge. • That NO work or installation w> 1 connience prior to the issuance of a building pemit and that all work w> 1 be perfomred to meet the standards of all laws 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, regulations, standard and ordinances. • That all infonrntion given will be accurate and that all work w> 1 be done in compliance with all applicable laws regulating construction and zoning • That separate pemits maybe 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 permit, as necessary. • Pemit fees are non-refundable APPLICANT OWNER / OWNER REPRESENTATIVE First Name: Arthur DocuSigned by: Signature: grt6A4,, ALvit Last Name: Noriega First Name: Last Name: Signature: Date: July 26, 2024 I 10:06:32 EDT Date: CONCURRENCY MANAGEMENT ANALYSIS CITY OF MIAMI PLANNING IMPACT OF PROPOSED AMENDMENT TO FUTURE LAND USE MAP PROJECT DETAILS Project Dox Number: Date: Applicant: PZ-24-18326 7/30/2024 City of Miami Address: 980 MACARTHUR CSWY Boundary Streets: North: MACARTHUR CSWY East: MACARTHUR CSWY South: BISCAYNE BAY West BISCAYNE BAY Existing Future Land Use Designation: Major Institutional, Public Facilities, Transportation & Utilitie Residential Density: 5.31 acres @ 150 DU/acre 796 DUs Assumed Population 2236 Persons Proposed Future Land Use Designation: Restricted Commercial Residential Density 5.31 acres @ 150 DU/acre Assumed Population with Increase 2236 Persons 796 DUs NEIGHBORHOOD INFORMATION Commission District Office WASD Sewer Pump Station Basin Moratorium? Drainage Subcatchment Basin Downtown/Brickell/Roads D2 Office Basin 1203 NO K1 RELEVANT MCNP GOALS, OBJECTIVES, AND POLICIES Future Land Use Goal LU-1 Future Land Use Objective LU-1.1 Future Land Use Policy LU-1.1.1 Capital Improvements Goal CI-1.2 Capital Improvements Objective CI-1.2 Capital Improvements Policy 1.2.3, a-g Transportation Objective TR-1.6 Transportation Objective TR-1.7 CONCURRENCY ANALYSIS Increase in Population: 0 RECREATION AND OPEN SPACE MCNP Parks, Recreation, and Open Space Policy PR-1.1.4 requires a 10-minute (1/2-mile) barrier -free walk to a park entrance. Concurrency Test Result: PASS POTABLE WATER Level of Service standard: 97.54 GCPD Transmission potential with FLUM change 218,099 Policy PW-1.2.1 Excess capacity assumed to be 2% after change Concurrency Test Result: OK SANITARY SEWER TRANSMISSION Level of Service standard: 122 GPCD Policy SS-1.3.1 Excess capacity: See Note 1 below. Concurrency Test Result: WASD Permit Required STORM SEWER CAPACITY Exfiltration system before change On -site Exfiltration system after change On -site Concurrency Test Result: OK SOLID WASTE COLLECTION Level of Service standard: Sufficient capacity to accommodate 5 year min waste flows Policy SW-1.1.1 Concurrency Test Result: See Notes TRANSPORTATION Level of Service standards in Objectives TR-1.6 and TR-1.7 Concurrency Test Result: See Notes NOTES Permit for sanitary sewer connection must be issued by Miami -Dade Water and Sewer Department (WASD). Excess capacity, if any, is currently not known. The Level of Service for Solid Waste was amended with the 2022 EAR and moved away from a per unit metric to a committment to maintaining capacity to acommodate waste flows for a minimum of five years. The City of Miami requires sufficient Solid Waste capacity to be in place for new development and redevelopment no later than issuance of a certificate of occupancy or its funcitonal equivalent. Assumed population with increase is assumed to be all new residents as permitted by the proposed future land use designation's base density ascribed through the Interpretation of the 2035/2045 Future Land Use Map and associated Correspondence Table. Additional density may potentially be attainable subject to the detailed provisions of applicable land development regulations. Transportation Concurrency is addressed in a separate memorandum provided by the Office of Capital Improvements. Parks, Recreation, and Open Space Level of Servic PZ-24-18326 0 275 550 -aims City Boundary I —I Parcels IM City -Owned Park 0.25 Mile Walking Distance 0.25 to 0.5 Mile Walking Distance Q Subject Parcel 1,100 Feet I I I I I I I I Created by: City of Miami Planning Department Date created: July 30, 2024 N:\Planning\G IS\Concurrency W S WGI TRANSPORTATION CONCURRENCY MEMORANDUM Collin Worth DATE: August 14, 2024 Transportation Project Manager FILE: PZ-24-18326 SUBJECT: Transportation Concurrency Analysis REFERENCES: FROM: Ravali Kosaraju, WGI ENCLOSURES: Based on existing and proposed FLR and density for the applications for the project located at 980 Macarthur Causeway, the maximum potential impact as it relates to trip generation was calculated. The proposed FLR and density have the potential to result in a decrease of 11,428 daily and 1,916 AM trips. Based on this preliminary analysis, additional information is needed to help determine the impact of this application. At the time of redevelopment, a traffic study may be required. The traffic study should include traffic mitigation if significant impacts to operating levels of service are identified. EXISTING TRIP GENERATION Daily ITE Trip Generation Characteristics Directional Distribution Baseline Trips External Vehicle Trips Pass -By Capture Net New External Trips Land Use ITE Edition ITE Code Scale ITE Units In Out In Out Total In Out Total a/o Trips In Out Total General Office 11 710 1388 KSF 50% 50% 7523 7523 15046 7523 7523 15046 0 0 7523 7523 15046 7523 7523 15046 7523 7523 15046 7523 7523 15046 PROPOSED TRIP GENERATION Daily ITE Trip Generation Characteristics Directional Distribution Baseline Trips External Vehicle Trips Pass -By Capture Net New External Trips Land Use ITE Edition ITE Code Scale ITE Units In Out In Out Total In Out Total a/o Trips In Out Total Multifamily Housing (High -Rise) 11 222 797 DU 50% 50% 1809 1809 3618 1809 1809 3618 0 0 1809 1809 3618 1809 1809 3618 1809 1809 3618 1809 1809 3618 Net New Trips -5714 -5714 -11428 Land Use EXISTING TRIP GENERATION PM Peak ITE Trip Generation Characteristics Directional Distribution Baseline Trips External Vehicle Trips Pass -By Capture Net New External Trips ITE Edition ITE Code Scale ITE Units In Out In Out Total In Out Total a/o Trips In Out Total General Office 11 710 1388 KSF 17% 83% 340 1659 1999 340 1659 1999 0 0 340 1659 1999 340 1659 1999 340 1659 1999 340 1659 1999 PROPOSED TRIP GENERATION PM Peak ITE Trip Generation Characteristics Directional Distribution Baseline Trips External Vehicle Trips Pass -By Capture Net New External Trips Land Use ITE Edition ITE Code Scale ITE Units In Out In Out Total In Out Total a/o Trips In Out Total Multifamily Housing (High -Rise) 11 222 797 DU 62% 38% 143 87 230 143 87 230 0 0 143 87 230 143 87 230 143 87 230 143 87 230 Net New Trips -197 -1572 -1769 Land Use EXISTING TRIP GENERATION AM Peak ITE Trip Generation Characteristics Directional Distribution Baseline Trips External Vehicle Trips Pass -By Capture Net New External Trips ITE Edition ITE Code Scale ITE Units In Out In Out Total In Out Total a/o Trips In Out Total General Office 11 710 1388 KSF 88% 12% 1857 253 2110 1857 253 2110 0 0 1857 253 2110 1857 253 2110 1857 253 2110 1857 253 2110 PROPOSED TRIP GENERATION AM Peak ITE Trip Generation Characteristics Directional Distribution Baseline Trips External Vehicle Trips Pass -By Capture Net New External Trips Land Use ITE Edition ITE Code Scale ITE Units In Out In Out Total In Out Total a/o Trips In Out Total Multifamily Housing (High -Rise) 11 222 797 DU 26% 74% 50 144 194 50 144 194 0 0 50 144 194 50 144 194 50 144 194 50 144 194 Net New Trips -1806 -110 -1916 LOCATION SKETCH P.O.C. NO/ CORNER OF TRACT"C" 7 02 P.0.B SURVEYOR'S REPORT: 2. LEGAL DESCRIPTION Portions or Trd.t D, WATSON ISLAND -SOUTHWEST. d5 recorded rn PI,. Book. 166 dt Pdge 11 of the Public Records ot. Midrni-Ddde County. Florida. being more pdrti.uldrly des.ribed Trd.t for 236.60 feet to the Point of Beginning of a pdrcel of ldnd hereindfter des..., thence exceed this requirement. Line, 1 foot in 7.500 feet. 4. DATA OF SOUPCEEd -Nortn Arrow dnd s refer to dn assumed ...I. or S6,56,6,, along tne Soulnwesterly Elevations are referred to NOVD 1929 Ben.hmda used located @ Macartnur Cswy a. Watson Island 5.FL000 INFORMATION: Fences dnd walls ownership by visudl medns only, le,d1 ownership not determined. Property SURVEYOR, CERTIFICATION: Mapper Additions or deletions to PROPERTY ADDRESS:1000 MACARTHUR CAUSEWAY. MIAMI, MIAMI-DADE COUNTY. FLORIDA 33132 FOLIO# 01-3231-061-0040 3. v 00 GRAPHIC SCALE Digitally signed by Eugenia L. Formosa Date: na<::mrei s�myur 00 "appe1 2023.05.23 snu a rlonm Is a sss0 1 7:25:34-04'00' Ra 4, 2, MAP OF BOUNDARY & TOPOGRAPHIC SURVEY OF "MIAMI SEAPLANE BASE" \\Q� \ ~�- °S3. \ A � �oJ P :s \ FENMa st.' \ i'\ \ \ \ \' \ \- \ Tree Legend 73. Npre,R ��as p� N,Aa,�„° sH�P mn,luvcl� MIAMI SHIP CHANNEL (400' R/\V) 4,7 EDGE OF WATER S 64°58'36" E PIL 215.90 -• 37/5Av0B. NseeQ E 92�8 2.60 PROPE OD LEGEND ▪ urddnown MANHOLE WEI, VALVE CE .0 PROPERTY COP., 0 .0 u v, —OVERHEAD p.,r LINE BM. BOULE,ARD CHB. CHORD BEARING C.O. CLL. OUT r H E„rE HTIN,„., „ ',I,AL,N,E,„1,,E LB. LICENSE BUSINESS NO. NUMBER T.B.M. ,,,,TEMKPORA, BENCH WV WU VALVE ABBREVIATIONS A ARC LENGTH C.B. CATCH BASIN , CENTERLINE L.R.P [LEW. REFERENCE FIR FOUND IRON RED,R L.F.E WKS FLOOR N.O.V.I) = ..,D,DKE,TIC ON/PL ON TPROPE,R, LINE plil MONUMENT LINE P.P.M. PERM REFERENCE S.I.R. SET IRON REBAR 1,1,,,,E.,, :.1.,f,r,/,E=IENT ',1 :N7EN'ff"' Ca' `i.V.V"K 'CONC. 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