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Home My WebLink AboutR-2019-139 City approving Site Plan Modification (SP-51-16MOD), submitted by Dania Bach Rentals, LLC, for property located at 601 East Dania Beach Boulevard in the City of Dania Beach RESOLUTION NO. 2019-139 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN MODIFICATION (SP-51- 16MOD), SUBMITTED BY DANIA BEACH RENTALS, LLC, FOR PROPERTY LOCATED AT 601 EAST DANIA BEACH BOULEVARD IN THE CITY OF DANIA BEACH, FLORIDA, AS LEGALLY DESCRIBED IN EXHIBIT "A," A COPY OF WHICH IS ATTACHED TO THIS RESOLUTION; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Chapter 28, the "Land Development Code" (the "LDC"), Part 6, entitled "Development Review Procedures and Requirements," Article 635, entitled "Site Plans" of the City Code of Ordinances (the "City Code") provides that Site Plan approval is required as a condition to the issuance of a building permit; and WHEREAS, the City of Dania Beach (the "City") Commission passed and adopted Resolution No. 2017-002, approving a Site Plan submitted by Calm Properties, LLC, for the construction of a fourteen (14) story, three hundred sixty (360) dwelling units multifamily residential development (SP-51-16), as described in Exhibit`B," for property located at 601 East Dania Beach Boulevard in the City of Dania Beach, Florida(the "Property"), as legally described in Exhibit"A;" and WHEREAS, Dania Beach Rentals, LLC (the "Applicant") has requested Site Plan Modification (SP-51-16MOD) to permit the construction of a thirteen (13) story, three hundred eighty-one (381) dwelling units multifamily residential development, as described in Exhibit "C," located on the Property; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS, the City Commission finds that the approval of the revised Site Plan Modification (SP-51-16MOD) is consistent with the City's Land Development Code and Comprehensive Plan. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH,FLORIDA: Section 1. That the foregoing "WHEREAS" clauses are ratified and confirmed as being true and correct, and they are made a part of and incorporated into this Resolution by this reference. Section 2. That pursuant to Chapter 28 "Land Development Regulations," Part 6 "Development Review Procedures and Requirements," Article 635 "Site Plans," the following Site Plan Modification (SP-51-16MOD), attached as Exhibit "C," which is made a part of and incorporated into this Resolution by this reference, is approved subject to compliance with the following conditions which must be satisfied prior to issuance of a building permit unless a different timeframe is specified within a specific condition(references to Sections are to those in the LDC): 1. Per Sec. 605-30(k). A memorandum of agreement summarizing the traffic study's proposed project—specific methodology, including any deviations from guidelines contained in the Recommended Practice, must be approved by the Community Development Director prior to preparation of the Study. A traffic impact study is required to supplement a development application that, if approved, would generate in excess of fifty (50) gross peak hour trips, provide a Traffic Statement- Estimate Report based on applicable trip generation rate(s) in the ITE - Institute of Transportation Engineers' Trip Generation manual, most recent edition(10'h Edition). Traffic Impact Study shall be based latest editions of the following: Transportation Impact Analyses for Site Development: An ITE Recommended Practice, 2010; the 2014 FDOT Transportation County Comprehensive Plan — Transportation Element; the City of Dania Beach Land Development Code and other related published literatures. Traffic Study/Statement with its methodology was provided pending review and approval by City Engineer. Note: Please,use the Latest ITE Edition(Engineering). 2. Provide ADA parking, access / driveway, and sidewalks /ramps in accordance with Chapter 553 of the Florida Statutes. "Accessibility of Handicapped Persons" and latest edition of"Accessibility Requirements Manual" by Department of Community Affairs, Florida Board Building Codes and Standards, and in accordance with Americans with Disability Act (ADA). Be advised that ADA van accessibility for structured parking garages (including automated parking) shall be provided as appropriate and consider the taller specialized ADA vehicles (Engineering). 3. The Application for Approval of the Fire Protection Water Supply Design has a discrepancy at #2. which indicates the project requires 1,500 gpm for the project whereas the Fire Flow Demand as determined by you on the Fire Flow Calculations sheet indicates the demand for the project is 1,313 gpm. I've attached a fresh (one page) copy of this application. Please fill out this form (attached to this email) and correct the demand requirement(Fire). 4. Please provide your agreement below on the actual plan set regarding the water supply: (1) "The required fire flow for the project is 1,313 GPM and per the fire flow test conducted on 13 September 209 the flow at 20 PSI will provide 1,338 GPM. This technically meets the minimum fire requirements." (2) "Understanding there isn't a safety 2 RESOLUTION#2019-139 factor in the provided flow compared the minimum flow required and the abnormally low flow from the existing 12" water main, we can offer the following to be completed prior to building permit issuance." (a) "We will coordinate with the City to confirm the existing fire hydrants are indeed connected to the 12" water main as they have indicated. If the existing fire hydrants in front of the building are not connected to the 12" water main they will be connected to the 12" water main as part of this project." (b) "Coordinate with the City to visually confirm all valves are open in the area." (c) "Conduct another fire flow test at a fire hydrant that is connected to a larger main or recently connected to the 12" water main in Dania Beach Boulevard and provide hydraulic calculations of the estimated flow in front of our building." (d) Please also add: "Another flow test shall be performed based on the findings and/or potential connections to the 12" water main. The date for this flow test shall be determined as the project progresses and at the discretion of the AHJ." (Fire). 5. Additional Fire Department access information as follows: (a) Fire lane locations and striping detail (demonstrated), (b) "NO PARKING" sign locations and sign details demonstrated, (c) A not or detail identifying the design load for surface compaction of all non-paved roadways and/or Fire Department access roads, where applicable, (d) Building accessibility, (e) Fire Department access routes during construction, must be addressed prior to issuance of a building permit(Fire). 6. Additional water supply information, included locations of all post indicating valves or underground gate valves, double detector check valves, etc. (must be addressed prior to issuance of building permit) (Fire). 7. A detail sheet accompanying the civil plans with the following: (a) fire hydrant detail, (b) bollard/impact protection detail for hydrants, FDC's and DDCV's, (c) Rodway pavement marker (RPM) detail for fire hydrant locations (blue reflective markers) and FDC locations (red reflective markers), (d) post indicating valve detail where applicable, (e) underground gate valve detail where applicable, (e) Underground gate valve detail where applicant, (f) Backflow preventer/double detector check valve (DDCV) detail where applicable that identifies the DDCV as being listed for fire use, (g) signage detail for the fire department connections where applicable, (h) address detail (all must be addressed prior to issuance of a permit) (Fire). 8. An egress plan demonstrating and dimensioning all common paths of travel and travel distances to all exits within the buildings and/or structures (Fire). 9. Minimum radio signal strength for fire department communications (Fire). 10. APPLICATION: Per Section 635-50 provide the following. (N) Photometric plan; SHOW LIGHT LEVEL AT PROPERTY LINE. Per Section 280- 40, light levels cannot exceed 0.05 at property line. 3 RESOLUTION#2019-139 11. UTILITIES: Identify projected water, sewer and solid waste demand for the project. Must provide documentation from Public Services, or Broward County as applicable, stating capacity is available to meet the projected demands. 12. The proximity to the airport will be required FAA review and approval. 13. PARKING: Parking count table identifies 648 parking spaces provided; Sheets A-2.00, A-2.01, A-2.02 show a total of 686 parking spaces. Revise accordingly. 14. LOADING: Identify dimension of loading spaces on site plan. 15. USE: The Gateway Mixed-Use zoning district permits 50 dwelling units per acre. The applicant is proposing to provide payment-in-lieu of providing public parking on site. The applicant is proposing to provide the equivalent of seventy (70) parking spaces. Therefore, the applicant must pay $455,000 to the City's Public Parking fund prior to issuance of a building permit, unless otherwise identified in the LDC. 16. RAC TRAFFIC IMPACT MITIGATION: CRA mitigation for traffic impact is calculated based on resolution No. 2014-049 which established a rate of$21.26 per p.m. peak hour trip. Traffic Impact analysis prepared by Langan dated September 6, 2019 identifies 118 PM peak-hour trips. Therefore, $2,507.50 ($21.25 X 118) must be paid prior to issuance of a building permit. 17. Per Resolution No. 2015-071, $1,825.00 per Single Family/Townhouse dwelling, $1,364.00 per Multifamily Dwelling, $1,140.00 per Mobile Home must be paid for Recreation and Open Space Impact Fee at time of building permit issuance. Must pay $434,340.00 ($1,825 X 381 =434,340)prior to issuance of building permit. 18. Applicant must obtain statement from the City Engineer stating that adequate water supply exists for this project. 19. Identify how Article 309 is being met. • Provide detail of street furniture. • Identify location of street furniture on site plan. • Provide detail and location on site plan of on street parking. Revise accordingly or identify Payment in Lieu will be utilized. 20. Improve Gulfstream Road to rehabilitate the entire roadway width, including resurface, pavement markings, signage, new sidewalk and new right turn lane onto Dania Beach Boulevard and any necessary transitions,per Resolution No. 2017-002. 21. Provide a two foot (2') wide by forty foot (40') long paved bus landing pad (8' total expanded sidewalk) on Dania Beach Boulevard commencing 150 feet east of west plat limit & continuing east for forty feet (40'), per Broward County Development Review Report, per Resolution No. 2017-002. 4 RESOLUTION#2019-139 Section 3. That pursuant to Section 635-100 "Expiration of Site Plans" of the Land Development Code, Site Plan Modification (SP-51-16MOD) approval shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the Site Plan, within eighteen(18) months from the date of this Resolution. Section 4. Such application must be reviewed by the Broward County Aviation Department; the point of contact is William Castillo, Airport Planner, located at 220 SW 45 Street, Suite 101, Dania Beach, Florida 33312 (954)359-6100. Section 5. That the issuance of a development permit by a municipality does not in any way create any right on the part of an Applicant to obtain a permit from a state or federal agency, and does not create any liability on the part of the municipality for issuance of the permit if the Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a violation of state or federal law. Section 6. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 7. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on October 28, 2019. ATTEST: THOMAS SCHNEIDER, CMC 0 •' LORI ELLEN CITY CLERK A ISH MAYOR APPROVED AST FORM AND CORRECTNESS: T M SJ RO CIT - T 5 RESOLUTION#2019-139 EXHIBIT A LEGAL DESCRIPTION CALM 183-168 B PARCEL A 6 RESOLUTION#2019-139 EXHIBIT B SITE PLAN (SP-51-16) 7 RESOLUTION#2019-139 Q Q DANIA BEACH RESIDENCES W � SITE PLAN SUBMITTAL o DEVELOPER ARCHITECT LANDSCAPE ARCHITECT CIVIL ENGINEER PHOTOMETRICENGINEER CALM PROPERTIES,LLC ROBERT M.nEDROE DESIGN STUDIO BOCA LANGAN YAHYA CONSULTANTS,INC. U U tlOOALTON RDAD,SUITE JJ9) 12000 RIECAYNE BOULEVARD SUDE200 U00 CORPORATH HOULEVARO NW SURE21d 110 EAST eROWARO BOULEVAADSU0E 1500 5516N 1—AVEN.VE MIAMI9EACH,FL JJI)4 MI —DA)JIII BOLA RATON,3FLORIDA)Hll FORTLAUUEJRNDALE,CL)J)01 FORTLAUDHRDALE,FL 33301 - JOS fl91 i555 361.95.162) 95J EIOo 9 9)IL rT, rTl 11 11 I v l m m- m-ID ID m m m m m 'Il m mm m LD m m ED m m � --a --- m m m m IE m m m � m O m m m m ;LL _ l7 �D m EmD m J] r tt n r7 F� l r-1 m FT] FD m m [11 LlJ m n1 1 1I a i��-I [ Irm [1l [ll [� �� [17 [Ll C17 Dl C7 [ nl]FLIIII I[1 fill Ul ll Qf 17 (l IT l LP m FD m CIS CI]. C17 C! �i m CT7 � 1.1 ] P 7 [t]Ql LI7 ILl r,� 0 © Tl Ill �LE1P7'� ara�m a i�M ']i [I] M 9130 my; qm L L ® L➢_® [il LLl® �- �ci llL lil ffl— [B � m, m w m rTfTt1T7111iTiiTT1 T111 1111T1 a ti❑c❑ R F FN-. jY F� $6 ua]U P7 TTUaaii 6 INDEX OF DRAWINGS: EORVEY: LANDSGPE: BOUNDARY ANDTOPOGRAPHIC SURVEY TD-I TR-SCAO51TION PLAN TREE SURVEY LP-1 LIGH—PE PLAN LK4 HARHDTWGPLAN ARCHITCOVERS: LH.I H SGPE MATERIALS ANU AO COVER K FURNITURE PLAN Al DATA ELEVATIONS YMCIMTY PLAN PHOTOMETNCS: A2 ELEVATIONS PHI SHEPHOTOMETRICPLAN N.1 CONCE—AL BUILON T[ROSE PH2 EITE PHOTOMENUC NOTES&UETNLH SECFION THRU EAST TOWER lI�A Al SLTE PLAN CIVIL' Sy A9 LOWER LEVEL OVERALL PLAN CIVI CIVIL SITE PLAN w A$ GROMLEVEL2 LEVEL OVERALL PLAN C-0.0 GRADDVG AND DRAINAGE PLAN Ab LEVEL20VERALLPLAN G5.0 UTILITY PLAN O AT LEVEL]OVERALLPLAN C-5.1 SEWER PROFILES Pi AAS LEVEL A-11 OVERALL PLAN CA.O FIRETROCRMOVEWNTPLAN W S LEVEL b-IIOVERALLPLAN A10 LEVEL 13 OVERALL P PLAN O AIO.I LEVEL I]OVERALL PLAN U A1$ ROOLEVELIAOV'ERAN PLAN All ROOFLEVELPLAN Ali csECTITVAL BUILDING CAO55 SECf20N All CON CTION L LONGFRSTVME SECTION/SHADOW STUDIES " 7-5-16 LEGEND O nsPHAL,EPANEMENT i vAN- B.I V.PAGE 1,..CO. -..- ONE AD wNEs I ( ,I ✓ lw I _�_ -I_ _ _ -.� MNWRLRODXD - UNDERGRWND SANITM,SENR LINE 0 PIT CEu1ERUBOxW[ - r r I.-..w ' N D B eppN i 1 A GAS ORIOM NECOROs Booty 'im''4 °� _ I --- I Z IAG P ,EEB ¢¢ a I NNFORN xAZ `)DR II IT y^.. �� ONE STOPV PA,N TRE S[ m ]. BUIIDINGN ... `� x TREE �: IN WHBDAuxIN en«cieR r c 1REE _IDENTIFIED 1REE m e _ - / �Y= 'I' 110 q�b am us 5 �a wN� � , ,�JJi ti � tt tiittit�� ° - s t t ti I _. .MI - - - - N_-DANIA�F.ACIiBO-LEC(,ARDLSTATEROAD JGI-�.-�oE• .--- AN DANIA TOWN CANAL "6++EsxF9W° pARBAOE .. ppR,lp pE IACT,•i A• iRo��rl I. P.B.N PAGEBBr B.0 R. .e z ai"i% M Poflnpx DE s«v:"a'sE°GFO,wx o O1MRq PIHQ�BTBGA NOTES: LEGAL DESCRIPTION: I))EIEYAT ONS M'BASED ON NORTH AMERIGAE TERITAI DA..OF HR. 1/.O 11 Nw I/.DE ixE Sw I/.DE SECNGN]B, 3) WL TI W]A- BABE ROW LEE e�B/1'MET; P T-AR v DESCRIBEp S F-A TS_BROwARD CWN1T,fLORIM.MORE 0' ]0' OSBM;MAv DniE 60 ])lH E i1uC5IN SECTION]B. IP W SOUTH RANGE.1 EAST. _- Iirraao WuxTr.RaxoAMON IP.AT TIC SDUINEAST CORNER OP-DANAr ACC,IGG0-G TO 1W ------'-'- GRAPHIC SCALE B AI BEARINGS ARE BASED ON 51 NORT.NGNI-OP-wAl LINE UB EAST HEREOF,AS REGOOKO IN PLAT BOON I.OF THE MOLIC - I'.]p' DANIA BEAM BWLEYMD( n -I-) E I 'M''wi PLAY O BRORARD COUNTY.—01;THENCE PENT.DI'Z' SI W THE S)RDECAASW E EFFORTS CARE MADE REGAROIG THE E1GSIDICC HE P SO 11 OF 11.111 FOR W.O]FEEL E GDJ1 ES1 CON R O AECEPI RESPONSIBILITY ON OF OfORDR THS RNf�ATORRr1 MREFORM FXG�v�GM OR PL`o"'1}I.PACE S-M SAID PIBLC RECORDS OF TO TIE PLAT EBNErnv'IS aRD COUNTY. 11 I CALM SITE ON WTCx CONTACT•n[IPPROPNAIE UTRIT CO TANGS FOR M BT.B']B'EASI OR TIE SWAN LINE OF SAID PANGEL EIEEp TRLENITCAtION. •,'SEAIMN3' �8.0111 FRt I�iHE SW1NG51 DOWER PAICEL I AM, BFAOVwROI.BRoivARpR Wu�i+rr B)nx„Bp 1 IS CEGIFCp ERCLUSLELT 1O:IANGAN-EERING• `A':.A OHS' Pdx -1 M I IBLRIi-O-RAT u SAID I O A MA >) 90.PAGE THE RWOWRRIEWOR-SrtIORAE ACWRACI OF YOU DERNED W3 SOF SAIDRPUBIIOAD((RE 711R AAlUC�pSARAS ECENT r�RF�gATWR11gwCE SO11 ME OWNENiS W OTS SUR EY IS-2,ONE WRIICAL AGCURACT O Y EAST ON SAID BEST RIGHT-W-NAr LINE FOR Is0.01 FEET TO TIE I CEATIFIGITION RCYITNwS OF BELL O TWO IMPFIM�EIITS CON T_91R-11IO.T'. 01TEERRGICCGON WIN W 1011 INGIT-OF-BAY LINE OF DANIA IEAEx BORL`ARD I I xEGEDI aRxFr:mnt ixs atw a 111 MEETS THE BOUNDARY AND TOPOGRAPHIC SURVEY e)qRR Srt COx1Nxs 11] (II9 REGULAN . (5f 1 O A--7 AS RECORDED 1x DEED BWN OE.1 AWAMS O PRM1A'E 5[I FWTI By THE RORIOA DEPMT"" SA DD)). �CORW BOOL IRO,PAGE SDI.OROAL RECORDS RWN.11.PAGED-AND I O AOUCO.IURC AND CONSIwER SFPY.CEB('DOACS')OIaPiEI R)IME INBURPNCES GAN-v PLIOIED OR ANTRANReasEWN1IS ARE OMRPIciTD RR µMORCOuuix,FLEC RUWORIDASSAIDALINE LING W W FEET NORTN 111 E"µo I v-17,RLRITK AOWNISTRATIA E—FORwANI TO MC71M PULICE LAND SURVEYORS,INC. HCREW A LEL 1wlx THE CENrzgUNE OF SAID DANIA BEACH BaREVARE(STATE ROAD ^I .Ix Om],FLOR.IDA s1An-1FT O. --A)AS.0.ON STATE Of 1-JOI STATE ROAD OSARiAkNT RIGHT p I 5 81 NO HILL ROAD W r M BGOIe-21W.LgCiS 1 A.3 OF. ERBED x01 YALq wITC1'UT THE AOIA K AID ME OR101AL RAISED PLS SUNRISE, ]3%1 i-tI- AxD 1E C01 BBO]O-IBOB.SEETS]AND., AST NEY.D B-BB-BB; I a.�•P wrr a -$(_ - SEAL OF A F.ORII.A LCENSED SUN.ETW Ax0 HAPPEN. I(LNRTSE:FLORIDAFLO B)1-1T] FEETGE BOUTx B37-W=ON SAID NORTH R1.T-OF--I WA FOt B.oM Ax(95.)v1-n1B TO P O OEGAA W _ _._._._._-_.__._._._ I w.wy.wP•ITM ela.ea�..1e�...�� WFYOWT 2W0^rate¢LAND suNxErORs.INCALL malls LANDS LOCATION MAP I ATE a Ana B]BID S YOA AN LDEN AND BEING IN THE ARE OF T( BEACH. S). A SENN:O. P 1 115 LAND wY BE A—.-.CALLI W BAD DS1 0 WNIIND ING IN SWARE FEET(].RIB]ACRES). O SCMF �//_W_ F.P 4.PHT%'F O«LL g1ERR AND PPER LS MY FORM ON BY All MUMS,t11NWT PERMISSON Ix TAINIG R p.TN BOlx9,PFO-ASSGNNAL—FOR.AID MAPPEI L.I. B.F.P. TRW AN OOCER OF PULIGE IANG SIATAIWS,INC. STATE O RGmDA PROJECT DATA SUMMARY Q LAND USE DESIGNATION:BEACH GATEWAY MIXED-USE DISTRICT ZONING:GTWY-MU MAX.HT=15Y/14 STORIES LOT SD.E: REQUIRED WIDTH IW/PROVIDED 640 MAIN ROOF �- REQUIRED DEPTH 100/PROVIDED 250 W/INCENTIVES --------- ' LOT AREA MEASURED 7Y)P.C. =IGU.095 SQ.FT.(3.6]ACRES) -- LOT AREA MEASURED TO CENTERLBJE OFR.O.W_ =198,250SQ.FT. ACRES) LEVEL 14 28 UNITS 14 PROPOSED CONSTRUCTION TYPE:IA PER SEC 503 OF F.B.C.20I4 DENSITY ALLOWED:85 D.UJACRE WITH INC ENTR'F.S w LEVEL 13 28 UNITS 13 PROPOSED DENSITY:384 DWELLING UNITS(84 UNITS/ACRE) RESIDENTIAL GROSS FLOOR AREA: =301.257 SQ.FT, O LEVEL 12 28 UNITS 12 TOTALGROSSFLOOR AREA: =078.913 SQ.FT. --UNITS II F.AR.=MA\7MUM 8.0 ALLOWED 14.24 PROVIDED O LEVEL 11 28 AVERAGE UNIT SIZE =733 SQ.FT. r_ LEVEL 10 32 UNITS 10 BUILDING LOT COVERAGE BY ROOFED STRUCT.: =89.431 SQ.FT.(56%) � w GROUND FLOOR IMPERVIOUS OPEN SPACE: =26784SOFL(16.6%) .� UNITS LEVELS MAX.HT=80/7ST0RIES 38 U _ 9 (MAX.80%WITH INCENTIVE BONUSES.SEE BELOW)=116,215 SQ.FF.(72.6%) BY RIGHT 38 UNITS w 8 LANDSCAPED PERVIOUS AREA: =43.881 SQ.FT.(27.4%) U U CUMULATIVE AREA FOR SIGNAGE: (MIN.20%WITH INCENTIVE BONUSES) LEVEL7 H 38 UNITS 7 o PER SEC.505-90 I TV b PROPOSED MAX.HEIGHT=150714 STORIES WITH PARKING INCENTIVES LEVEL6 E 38 UNITS G Im MAIN PROJECT/ADDRESS SIGN: LEVELS . 19 �-�ryt iB UNITS®_�-_..-� SI o ;q AREA PERMITTED= FLOOD ZONE: AEVATION=6' MH I�1 1 S PR LINEARx OJ=847.5S.F. o d .'. - b� PROPOSED PROTECT/ADDRESS SIGN ,1 4 "DETAIl.A"-218 S.F. _LEVEL 4 �`I� h%- 38 UNITS - ___ RE uItED PROPOSED MIN. F 14 UNITS 160 SPACES 3 . 9 PERMITTED AREA SURPLUS=629 S.F. FRONT JO' 62'0"PEDESTAL LEVEL3 4 1 62'-3'TOWER CAFE WALL SIGN: MEZZ.ILEV� I -s� 191 SPACES 2 AR6A PERMITTED= SIDE(STREET) 10' 25'-"PEDESTAL a 1 70'LINEAR FRONTAGE.1.5=105 S.F. LEVEL I 1 1 141 SPACES I PROPOSED WALL SMN"DETAI.C"=31 S.F. 75'-0"TOWER 1 1 e "'P NAVD DIRECTIONAL/IJCIDENTAL S[ON=65F. SIDE(INSIDE LOT) IS'ABUTTING RM-2 25'-0"PEDESTAL -- - - 1805PACES T '- PERbTTED AREA SURPLUS=GB S.F. 75'-0'TOWER t-4 RESTAURANT WALL SIGN: REAR 25' 25'-O'PEDESTAL E.DANIA BEACH BLVD. 1 1 RM-2ZONE AREA PERMITTED= 45'-o•TOWER PROPERTY(250') 79'LINEAR FRONTAGE.I.5=118 S.F. PROPOSED WALL SIGN"DETAB.B"=33 S.F. DIRECIIONAREAIDENT�RPLUS SIGN 79=6 S.F. UNIT MIX )�� PERMITTED AREA SURPLUS=]9 S.F. oFSCRtPI'lON t1NH'pREp(SIT 4UNns raTptpRFA tsN // CONCEPTUAL BUILDING SECTION CUMULATIVE SIGN AREA ALLOWED=96osF. a � „p 90 PROPOSED CUMULATIVE SIGN AREA=294 S.F. n9 86 49A5a TJTALSTUQIq ]b la4R) i2,m 1-BR 7R1 60 45,W0 W N - INCENTIVES PER SEC.305-60: °5 z a gas sa 7a9m tt k 70 PUBLIC PARKING SPACES/10=7 ADDITIONAL FLOORS J91 QQ 4'e 70 PUBLIC PARKING SPACES/10=7 x5dWac=75 additional du Jacre .-7 tl 70 PUBLIC PARKING/10=7x Z5%IMPERVIOUS AREA TOTAL I-aR ilb(56A) 111.b0a tna E: 601 EAST DANIA BEACH BLVD. s a 6 s a6 h LEGAL DESCRIPTION THIS LEGAL DESCRIPTION IS AS RECORDED ON POLICE LAND SURVEYORS,INC. TOTpti-RR w O 5R) 14.464 w BOUNDARYANDTOPOGRAPHICSURVEYDATED03282016ANDISASFOLLOWS: To7pt 7-aR 1245 1(0.5stt 7,a0 � � GRAI.D TOTpLa JBq. Z81.J90 O a o THAT PORTION OF THE SOUTHEAST 114 OFTHE NORTHWEST 114 OF THE SOUTHWEST 0."i< 1/4 OF SECTION 35.TOWNSHIP 50 SOUTH,RANGE 42 EAST,BROWARD COUNTY, FLORIDA,MORE PARTICULARLY DESCRIBED AS FOLLOWS: 4 BEGINNING AT THE SOUTHEAST CORNER OF"DANIA PLACE",ACCORDING TO THE PARKING PLAT THEREOF,AS RECORDED IN PLAT BOOK 175,PAGE 174.OF THE PUBLIC Z RECORDS OF BROWARD COUNTY.FLORIDA;THENCE NORTH 01"2173"WEST ON THE RESIDENTIAL PARKING REQUIRED: EAST LINE OF SAID PLAT FOR 250.93 FEET TO TINE SOUTHWEST CORNER OF A 132 STUDIO X 1.0=132 Q PARCEL"A","SEA OAKS",ACCORDING TO THE PLAT THEREOF,AS RECORDED IN 218 1 BR X L25=273 (� j PLAT BOOK 127.PAGE I.OF SAID PUBLIC RECORDS OF BROWARD COUNTY.FLORIDA; 36 2 BR X I.75=63 V THENCE NORTH 87'4836"EAST ON THE SOUTH LINL•OF SAID PARCEL"A","SEA GUEST(396/5)=77 IW a OAK FOR 640.20 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL"A","SEA 545 SPACES REQUIRED TOTAL Q' OAKS",SAM POINT BEING ON THE WEST RIGHT-OF-WAY LINE OF GULFSTREAM ROAD(NE 7TH AVENUE)AS RECORDED IN DEED BOOK 790.PAGE 502.OF SAID RESIDENTIAL PARKING PROVIDED: 548 SPACES PUBLIC RECORDS OFBROWAKD COUNTY,FLORIDA;THENCE SOUTH OM615"EAST (INCLUDES I I H.C.SPACES) Q Z ON SAID WEST RIGHT-OF-WAY LINE FOR 250.02 FEET TO THE INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF DANIA B EACH BOULEVARD ISTATE ROAD NO. RESTAURANT:2100 SF CSA/60 SF= 35SPACES A-I-A)AS RECORDED IN DEED B OOK 350,PAGE 461,OFFICIAL RECORDS BOOK 790, GOURMET MARKET:2700 SF CSA 1300 SF= 9SPACES LL�T]]WF PAGE 502,OFFICIAL RECORDS BOOK 205 L PAGE 217 AND OFFICIAL RECORDS BOOK COMMERCIAL PARKING REQUIRED: 44 SPACES I--,U Q,� 2054.PAGE 837,ALL OF THE PUBLIC RECORDS OF BROWARD COUNTY,FLORIDA, TOTAL COMMERCIAL PROV IDED: 44 SPACES O�+U SAID LINE LYING 50:00 FEET NORTH OF AND PARALLEL WITH THE CENTERLINE OF (INCLUDES 2 H.C.SPACES) SAID DANIA BEACH BOULEVARD(STATE ROAD NO.A-1-A)AS SHOWN ON STATE OF a O O FLORIDA STATE ROAD DEPARTMENT RIGHT OF WAY MAP.SECTION26030-2I01. PUBLIC CITY PARKING PROVIDED: 70 SPACES NORTH SHEETS 2 AND 3 OF 4.LAST REVISED 2-17-36 AND SECTION 86030-250G.SHEETS 3 AND PARKING GRAND TOTAL: 659 SPACES 4,LAST REVISED 6-26.68;THENCE SOUTH 1"48'36"WEST ON SAID NORTH LOADING SPACES(PEA SEC.270-201 2 SPACES LOCATION MAP RIGHT-OF-WAY LINE FOR 640.56 FEET TO THE POINT OF BEGINNING. 7-5-16 BIKE STORAGE: w SAID LANDS SITUATE,LYING AND BEING IN THE CITY OF DANIA BEACH.BROWARD 5%OF RESIDENTIAL PARKING=545 X.05=28 RACK SPACES REQUIRED COUNTY,FLORIDA AND CONTAINING 160.095 SQUARE FEET(3.6753 ACRES). 10%OF COMMERCIAL PARKING=44 X.10=5 RACK SPACES REQUIRED nu.m 34 RACK SPACES PROVIDED(24 ON GROUND LEVEL,10 ON LEVEL 2) �`�Al SECONDARY ELEVATION iv69 wfT A REQUlRED(fe)265Q 154) x.x693Q. .MIN. PROTIDED (I r mmmmd.M1 rmrIIIlLLI mm L<]m LRAmm m mm,*'.. m m m m m mm m m mm BA L 1, I-I-� '�-7M m m M f, m 2�1.1 N mm m m �, VE P. U U I mMj lmm m m j '7777 W W �s jj LIJ 1 E=::::— -oDc r ga BUILDING SIGN DETAIL"C" Q E.DANIA BEACH BLvD. I I _ r E.DANIA BEACH BLVD. L17MNERCIALwALLSIGII �; t1 NDTE: EAST ELEVATION el WEST ELEVATION 4 REFER 7V SIB:ETA2.1 H7R I L. 25'-0' '-0' SERION�EASTTOwEA FAONT SETBnCK REAR SET - REM SETBACK FRON SE('BAM 5-T� r-1 eF � I m m—m LI] LlJ m m W m \ ` • �``Lu If-WWI Ll m mmmmmm LI mmmomm - 11 mmmm 1lkk w' ' m mmmmmm zr mmm m ` -m mmmm[1]m mmmm m m mmmm T m m m m I pm mmmmmmm mmmm €ID m mmm M �, ¢J �� ` ED m ® � � BUILDING SIGN DETAIL"B" �4 F y? - A wr.0 r.rrLIL.1a JAt'A�r� ,. •, GUIFSTREAM ROnD COMNffRCIAL wALL 9HlN PLUS SCn11:J/!2-I'U' F U g -- �--' (2)MCIDENTnLOR W s - -_°^R C - DIAECTN)NAL SIGN HIR F SOUTH ELEVATION - PRIMARY ELEVATION `� GARAGE AREn ACCESSwAY W � 1S'-0" C wB1Dp 25�.0,iI p a SlaSIDE LOl7K AEQL'IRED(09A0(SQ.FT.dl41 NS905Q.Ff NlN. SIDE SETBACK �Q PROv(DED _ M3(O SQ Ff_ El 1'k[�fE- M'-Ib' CHANNFl p k 4kh m W m ILL]Lil Li j[DIMEJE M M ^:F}�4 DA6(: ti2dl:K 6CUtkV kcd?�$ W1 Ulm M mLm 10 r p - I 1 L��'.�C�.�C7 L 1 �_J 1=7 [�7 f'I C] EI ED rl O f_7 rl x t o u �, ' — t u .-) nuo o r _ aI 1 2 q L=j == = ® L_ioo� = �uu uu T q �I� u = k4 u ® o L_ I r� _) ® � ca o BUILDING SIGN DETAIL"A" �- NIADI ADORESSWALL SICN SCALE.I/II'=1'-0" wrt 7516 NORTH ELEVATION 'KN SIDESEDACK m SIDESLIBACK wm�� (INSIDE LGII Q ALLOWABLE ENCROACHMENT fTl ABOVE ALLOWABLE HEIGHTFOR h'H ELEVATOR SHAFTS PER SECCION MAX.HT=150'/14 STORIES 220-lo.(B)Qz OF THE CODE OF O MAIN ROOF W/INCENTIVES ORDINANCES O n..ai.v NAVD 70'SETBACK LEVEL 14 14 LEVEL 13 65'SETBACK 13 LEVEL 12 12 Q LEVEL 11 W W LEVEL 10 LEVEL 9 LEVEL 8 LEVEL 7 qL n Fl 7 I Q LEVEL 6 Inn � O LEVELS a� Uti.. LEVEL 4 I� nn LEVEL 3 MEZZ./LEVEL 2 Lp Pz I SEA OAKS I LEVEL 1 ¢—i.O'NAVD F ' 0 W E.DANTA BEACH BLVD. a: SECTION A-A THRU EAST TOWER A �y I r I w I � z 0 U I � A --- C� � Q 11 talm NN M PARKING(I.I SPAM) it on,v�a.r rl . L ��A I ��•\\ � COMMIRCIN. — � — --— — - -— _ ,,...,. �eINlx�w. � � PV s w .�... \• I N. I - G NORTH W a SITE PLAN CONCEPT a 0 SCALE: 1"=30'-0" F� 0 °r 7-5(6 M A3 Q � Q O IIIr -- -- -- - ----- -- -----—-- --—----- -- - --- x � ww� .,. NnRxYRwwY I RR>, xx�mw� IRD— NnRl.bwwY � � , as pa FM: n r Ix xa nRlvRw�T Q N'DRIVOww J Y ._LLJ 1111_11 l_l__1 LLI l I 1 I.9 I_I 1 I I I I I ! � �� oRORN�we J,ww>�Rn ow:Y—De-- w®—--r I L----------- 1l a m W F +5 O w Yi as � Nma �y a LOWER LEVEL PARKING PLAN CONCEPT a o ao 180 RESIDENTIAL PARKING SPACES TOTAL SCALE: 111=30'-0" w w LOWER GARAGE LEVEL AREAS a PARKING GARAGE AREA(5-2) 69971 SQ.FT. O� TOTAL GROSS FLOOR AREA 69,971 SQ.FT. 7-5-16 Q Q y. n RJ�I-2 r ti � \�\\ 44+1 1 1 1 1 1 1 1r l W W PARKING(141 SPACES) xoal vpwnr I m,v M M r I v4rvewnr a .oprvuwnx f�I= w, /1 I�1I F' �An�1 �w " - - — — — — — — — — I _ C GROUND FLOOR PLAN CONCEPT a o 0 141 PARKING SPACES TOTAL SCALE: 1"=30'-0" O� 70 SPACES PUBLIC PARKING -) (INCLUDES 2 HANDICAP SPACES) LEVEL I AREAS 35 SPACES RESTAURANT PARKING PARKING GARAGE AREA(S-2) I 64,209 SQ.FT. O (INCLUDES 1 HANDICAP SPACES) ANCILLARY AREAS Q.FT. O 9 SPACES G.MARKET PARKING (INCLUDES I HANDICAP SPACE) GROSS COWA9ERCL4I AREA(A) 7,206 sQ.Fr. 0 7-5.16 27 SPACES RESIDENTIAL PARKING TOTAL GROSS FLOOR AREA 89,431 SQ.FT. 2 LOADING SPACES Q Q W � 2 o vTOT �F �T11-1 11 11L I �I l�hl f f 1- TM 1 �(1TITT�TTT'�7 �T� w w YV, ij Lm oe 41 F.wa O E 4 a y sr a Ww ------ ------- t — - -------- - --- -_ _—__z�----- G LEVEL 2 PLAN CONCEPT o O 181 RESIDENTIAL PARKING SPACES TOTAL SCALE: I"=30'-0" LEVEL 2 AREAS w a PARKING GARAGE AREA W COMMON AREA .a O 7-5-16 TOTAL GROSS FLOOR AREA 71,654 SQ.FT. k. A6 Q W � � O RNl-2 TFF T [TI-f 1 FM �TFM Ti �-I - - LLLLJ W Mw \\� NURlvevhY cell H..e Ix4 -. x.pclvGwni � w \\ t 9 4 • a I-1 1--I TM I Q �- ------- -- - - --- ----- 10� -- a Q �e - - - - - I C NORM LEVEL 3 PLAN CONCEPT T 14 RESIDENTIAL UNITS / 160 RESIDENTIAL PARKING SPACES SCALE: 1"=30'-0" LEVEL 3 AREAS PARKING GARAGE AREA(S-2) I 64,965 SQ.FT. W j COMMON AREA�FLOOR L 8.264 SQ.FT. .-I O ANCILLARY RESIDENTIAL G I1,954 SQ.FT. AREA `^ 7-M6 TOTAL GROSS FLOOR AREA 85,181 SQ.FT. ,a A7 W Q rRN1 O rL aq ��-=-= -- -- - -- -- -= ----------- -- -- -- II x x H t 4 a \. I " i I wa y o as A H i NOM Q LEVEL 4 - 9 PLAN CONCEPT a 0 0 38 UNITS TOTAL PER LEVEL (228 UNITS TOTAL) SCALE: 1"=30'-0" �w LEVEL 4-9 AREAS W TYPICAL RESIDENTIAL GROSS > FLOOR AREA 29,300 SQ FT � _1 0 TOTAL RESIDENTIAL GROSS FLOOR AREA 5-9 175.800 SQ.FT. TYPICAL GROSS FLOOR AREA 36,627 SQ.FT. TOTAL GROSS FLOOR AREA 4-9 Z/9,762 SQ.FI. A8 Q Q I , O x U U )a Z Z J i / � Q -- I ou I x� 1 G NORM LEVEL 10 PLAN CONCEPT a 32 UNITS RESIDENTIAL UNITS TOTAL SCALE: 1"=30'-0" o, LEVEL 10 AREAS j CONWON AREA 6.447 SQ.FT. > RESIDENTIAL GROSS FLOOR 26,559 SQ.FT. .a O AREA °f ]-5-16 TOTAL GROSS FLOOR AREA 33,0065Q.FT. .�A9 Q � Q W � RBI 2 \ �' - X � x \\\ I Mae snroro man mtle nmu J u. Q \ .an h (: pn Od Gyp LEVEL 11 - 12 PLAN CONCEPT o 28 RESIDENTIAL UNITS PER LEVEL(56 UNITS) SCALE: 1"=30'-0" � LEVEL ll•12 AREAS d COMMON AREA TYPICAL RESIDENTIAL GROSS 21,736 SQ.FT. a O FLOOR AREA TYPICAL GROSS FLOOR AREA 27,409 SQ.FT. TOTAL RESIDENTIAL GROSS 43,472 SQ.FT. FLOOR AREA LEVELS 11-12 TOTAL GROSS FLOOR AREA 54,818 SO.FT. LEVELSII-12 •kM - �A10 Q W � �_ 00 O a L =-- k . LQ w N� ¢ a LEVEL 13 PLAN CONCEPT o 28 RESIDENTIAL UNITS SCALE: 1"=30'-0" �a ao 7-5-t6 •"�� A10.1 W � vv RIM-2 - WOz 1 \ a - - - - — - - - - —I— rt- - - - _ z a G NORTH LEVEL 14 PLAN CONCEPT o 26 RESIDENTIAL UNITS SCALE: 1"=30'-0" w ao µ k 10.2 Q Q O RM-2 r- - U U I oll lTV7Nlr a.a i F z .._ _i _ �- -4 A- I-- -, ., __- ------ -- --1--- ------ " - .�_—.�- Plc ------ -- -----�----� - aw ss C NORTH Q ROOF LEVEL PLAN CONCEPT T w 0 SCALE: 1"=30'-0" 0 x 0 °a 7-5-16 µ` All Q d � W � SHIELD MECHANICAL EQU MENT TOP OF EQUIPMENT,S7AIR& O FROM STREET SIGHT AND ELEVATOR TOWERS SHALL NOT O 1 NEIGHBORING PROPERTIES IN EXCEED 12 ABOVE THE ROOFLEVEL ACCORDANCE WITH SEC ION 220-W IN ACCORDANCE WITH SEC.575-20 OF TIIE CODE OF ORDINM'CES u MAX.HT=150'/14 STORIES U U MAIN ROOF W/INCENTIVES -- —I.— ----- -- LEVEL 14 28 UNITS v 14 W W LEVEL 13 28 UNITS 13 LEVEL 12 28 UNITS 12 z LEVEL 11 28 UNITS II Q LEVEL 10 32 UNITS 10 V--1 LEVEL 9 MAX.HT=80'/7 STORIES 38 UNITS 9 LEVEL IS BY RIGHT 38 UNITS 8 z LEVEL 7 < 38 UNITS 7 <C5 u LEVEL 6 w 38 UNITS 6 %� I LEVEL 5 o .� � 38 UNITS 5 a is 0 a LEVEL 4 38 UNITS 4 yi la z LEVEL 3 14 UNITS 160 SPACES 3 178SPACES 2 0 MEZZ./LEVEL 2 .S1-.A OAKS z LEVEL 1 .7— o 141 SPACES F -- -. - - 180 SPACES yy E.DANIABEACHBLVD. — RN1-',Z( %L x riPROPERTY(250') O E-7 W CONCEPTUAL BUILDING SECTION AT WEST TOWER �D W U z 0 U O9` 7-5-16 µ - Al2 - _ A 00, w U U ryWM� W u _._.ranw rmeenr vR W w x31s IBn1 _atL a t n�cmo.rtnvmi mtw�ewo� ra.aaowuil3O/11 5fOR�5 �iunt ggw 2 MA%.M y�VEL II I,lhBn ____ 1£VEL Il a y' e2 C LEVEL 12 Q p t LEVEL 11 LEVEL IB LEVEL 9 MA%,M-PP/ISTOREiS LEVEL 9 BY RIOM fEVEI] k :fin• F .,.I1p a IMr. IC LEVELS ;� ^ Q LEVEL 3 It LEVEL. f Q LEVEL 3 MEZZ/LEVEL2 Asa `V LEVEL I z 3 is -. zz�,¢�.�.1 RM 220NE • OIIL.FSTREAM Q 0 W W PROPERTY(31B'1 V a�Vj CONCEPTUAL BUILDING LONGITUDINAL SECTION 7-5-16 - "Al TREE 5U-iN RMATION E�'VI BY RILIGC LAND 51}RVE-YORS.INL.DATED O3/2BA6 = — DS BOCA I � / � � o a i andswpa ardd�«is n 1 — l_ I Sul-SANSnnSAn SxuSul-Sax SAx-SxN SMI Su! 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FFMA FLOOD ELEVATION IS GOD NAV.D PER FLOOD PANEL 12011 CD567H, EFFECTIVE 06/16r2014.THEREFORE,THE PROPOSED FINISHED FLOOR DA-Ol ELEVATION SHALL BE 7.00 NAV.D. 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PRWx+�s 0.oPE ] 1 syL ylsT. rtR uxlx 00 16o EE W R"$xNIT4IT As IT !'SxNTMv SFxER U1ERxE AT if SEw[ U M AT Ix 1 11 p EIDsI.10'SNtNlul SCKR RP[ > _t0 -r0 C 9�( y * s]aDleaDl LANGAN DANIA BEACH RESIDENCES SEWER PROFILES G5.1 Deacr4lbn Na SNiEj]Oil' VKTv'•"V \' � '•"�t��•� •,• !m u, efKrIlrvvD w'N3 NE VISIONS p , , .ly�yq .— Su0mlobn D.le 0 I 2 t 1 I N I I I1 I 1 I I I�ss I W m R I DANIA BEACH BOULEVARD(STATE ROAD A-1-A) `s11111111 e3,�� 0 o ,00 Rood FIRE TRUCK a� LANGAN b °°,.° DANIA BEACH RESIDENCES FIRE TRUCK tea. ° '°" C-9.0 MOVEMENT PLAN ncrslwus vnarTi Rmck. wow.vn nn.mn E EXHIBIT C SITE PLAN MODIFICATION (SP-51-16MOD) 8 RESOLUTION#2019-139 BRA WWARC cour�� Y AVIATION DEPARTMENT-Fort Lauderdale-Hollywood International Airport 2200 SW 451"Street,Suite i01 •Dania Beach,Florida 33312-954-M9.6100 September 26, 2019 Marc La Ferrier, AICP Planning Director City of Dania Beach 100 West Dania Beach Blvd Dania Beach,FL 33004 RE; Sea View at Dania (601 Dania Beach Boulevard) 601—649 East Dania Beach Boulevard, Dania Beach, FL Broward County Aviation Department (8CAD) Conditional Approval Letter Dear Mr. LaFerrier: The Broward County Aviation Department (BCAD) has reviewed the proposed Sea View at Dania development (601 Dania Beach Boulevard) located southeast of Fort Lauderdale-Hollywood International Airport (FLL) at 601 —649 East Dania Beach Boulevard. Since the proposed project is within 20,000 feet of FLL, its development and operation is subject to Federal Aviation Regulation (FAR) Part 77, Florida Statutes Chapter 333 and/or the Broward County Airport Zoning Ordinance. These standards seek to ensure that any proposed construction, use of high lift equipment, such as cranes, or other potential hazards will not negatively impact the safe and efficient use of the airport and surrounding airspace. Taking into consideration the proximity of this project to FILL, BCAD is providing the following comments regarding the proposed development: • Based on the location of the proposed project, FAR Part 77- Subpart B and Section 5-182(n)(2) of the Broward County Land Development Code, require the applicant to obtain a "Determination of No Hazard to Air Navigation" from the Federal Aviation Administration (FAA). The receipt of a favorable determination from the FAA is required for all critical building points and temporary construction cranes and must be received prior to any construction activity. The Federal Review (FAA 7460-1) process can be initiated at the following web address: https://oeaaa.faa.goyloeaaa/external/portal.isp • No building, structure or vegetation on the site may exceed the maximum height of 167 feet (AMSL) as shown on Site Plan Sheet 3.0 (received by BCAD on 09/13/2019) and the emails sent to BCAD from Carmen T Diaz (dated 9/12/2019 and 9/13/2019) unless submitted to BCAD for additional review. • The proposed development must not generate light, glare, smoke or other emissions that could be disorienting to pilots operating in the vicinity of the airfield. Broward County Board of County Commissioners Mark D.Bogen•Lamar P.Fisher•Beam Fur(•Sleva Geller•Dole V.C.Holness-Non H.Rich•Tim Ryan•Barbara Shartet•Mehael Udine www.broward.org(www.0t net Adherence to these conditions is required for BCAD approval of the Sea View at Dania site plan located at 601 — 649 East Dania Beach Boulevard and it is based on the following documents submitted by the applicant: o Site Alan Sheet 3.0 prepared by Architect Carmen T Diaz / Caymares Martin Architectural & Engineering Design (received by BCAD on 09/13/2019) a Emails sent to BCAD from Carmen T Diaz (dated 9/12/2019 and 9/13/2019) o ALTA/NSPS Land Title Survey prepared by Fortin, Leavy,Skiles, Inc (dated 7/19/2019) If the proposed plans are revised substantially from those submitted for this review, BCAD requests that the revised development plans be submitted for an additional review. This letter serves as notice of potential aircraft overflight and noise impacts on this property due to its proximity to the Fort Lauderdale/Hollywood International Airport. This property is subject to the overflight and associated noise of arriving and departing aircraft during the course of normal airport operations. Individuals sensitive to such events should satisfy themselves before purchasing this property that such exposure to aircraft overflights and the noise associated therewith will not adversely affect their enjoyment of the property. This letter serves as notice to prospective purchasers of parcels within the property that, pursuant to Broward County Ordinance 2006-37 and consistent with the Federal Aviation Administration's "Change in FAA's Noise Mitigation Policy,"effective October 1, 1998, the County will only provide noise mitigation for existing "incompatible development" and not for new Incompatible development. The determination of "compatible" and "Incompatible development" will be based on the County's most current Federal Aviation Administration ("FAA") approved Noise Exposure Map and the Airport's most current noise compatibility program which has been reviewed and approved by the FAA for the Airport. The applicant should note that the project is not eligible for federal funding to mitigate aircraft noise. Please do not hesitate to contact me if you have questions or require additional information at 954.359.6258 Sincerely, Karen Friedman BCAD Aviation Senior Planner cc: Carmen T. Diaz, RA(carmen@caymartdesign.com) Michael P. Pacitto, P.G., Director Planning and Environmental William Castillo, BCAD Aviation Planning Manager 2 ..rye-• HEwaw__..1�.•�.w.a ..�;_ .—i- _ P_. 6.i6i6wwmmL InI_Iw 'dwR1R1Al�Rw _ar•r��a .-.-_..._,_i. Tt - e i-{IIIµ - _ T 3 g z J Dp f PROPOSED SOUTH ELEVATION w" <4 Q Q- e w I PROPOSED EAST ELEVATION r= A-3.0 Friedman, Karen From: carmen <carmen@caymartdesign.com> Sent: Friday, September 13,2019 3:09 PM To: Friedman, Karen; 'Greg Huxman';'Joseph Milton' Cc: Coutain,Jr, Ken;Castillo,William;'Rick Coles'; 'Ben Doyle' Subject: RE: 601 E.Dania Beach Blvd/Calm Properties/Airspace review Attachments; A-3.0 Elevations-A-3.0 ELEVATION S(2).pdf External Email Please see drawings that show height of the 2 center towers. That puts the taller portion of roof at 160'. Let me know if this is ok or if we need to lower that height by a couple of feet. Thanks, Carmen T. Diaz, RA Project Manager carmen co morjdeslgn.com • CAYMARES MARTIN. ARCHITECTURAL &ENGINEERING DESIGN,Inc. 5001 SW 74 Court,Sulle 100.,Mlaml,FL 33155 CA N27136,P.E.(Ur.9 64625J,A.R.t1ir.0563J J Ph:305.669.5040 www.caymaresmuc!ln.com From: Friedman, Karen <KFRIFDMAN@broward.org> Sent: Friday,September 13,2019 11:28 AM To:carmen<carmen@caymart design,corn>; 'Greg Huxman' <ghuxman@j-milton.com>; 'Joseph Milton' <josephmilton@j-milton.com> Cc:Coutain,Jr, Ken<KCoutain@broward.org>; Castillo,William <wcast lllo@broward.org>; 'Rick Coles' <rick.cotes@capitolairspace.com>; 'Ben Doyle' <ben.doyle@capitol airspace.com> Subject: RE:601 E. Dania Beach Blvd/Calm Properties/Airspace review Carmen, Good morning, Thank you for sending this height information. According to Site Plan Sheet A-3.01 an elevation of 1S7' is NOT the tallest part of the decorative roof, • See the below screen shot. • I circled the 157'height, and the areas that appear to be taller than this location. • Is there an updated version of the A sheets that demonstrate the height to the upper most portion of the decorative roof? t Friedman, Karen From: carmen <carmen@caymartdesign.com> Sent: Thursday, September 12,2019 7:1 d PM To: 'Greg Huxman',-'Joseph Milton' Cc: Coutain,Jr, Ken;Castillo, William; Friedman, Karen; 'Rick Coles` 'Ben Doyle' Subject: RE: 601 E. Dania Beach Blvd/Calm Properties/Airspace review Attachments: HEIGHTS DIAGRAM.pdf External Email F.F.E.= 7.0 NAVD Total building height to Roof Slab=140'-0" To the highest point of the decorative roof= 158'-0" Please call me or have the Aviation Dept to call me with any question. Thanks, Carmen T. Diaz, RA Project Manager carmen ca_vnartdestgn.com Q/1 CAYMARES MARTIN. ARCHITECTURAL &ENGINEERING DESIGN,Inc. 5001 SW 74 Court,Suite 100.,Mloml,FL 33155 CA#27136,P.E.f LIc.4 64625),A.R.(Llc.95631 J Ph:305.669.5040 mm.covmoresmort tn.com From:Greg Huxman <ghuxman@j-milton.com> Sent:Thursday, September 12, 2019 5:29 PM To:Joseph Milton<)osephmilton@j-milton.com>; Carmen <carmen@caymartdesign.com> Cc: Coutain,Jr, Ken <KCoutain@broward.org>; Castillo,William <wcastillo@broward.org>; Friedman, Karen <KFRIEDMAN@broward.org>; Rick Coles<rick.toles@capitolairspace.com>; Ben Doyle(ben.doyle@capitolairspace.com) <ben.doyle@capitolairspace,com> Subject: Re: 601 E. Dania Beach Blvd/Calm Properties/Airspace review Carmen, What is the FEE for Dania? Thank you Greg Get Outlook for iOS From:Joseph Milton<iosephmllton@I-milton.com> Sent:Thursday, September 12, 2019 5:20:03 PM To:Greg Huxman <ghuxman@i-milton.com>;carmen<carmen@caymartdesign.com> Cc: Coutain,Jr, Ken<KCoutain(@broward.org>;Castillo, William <wcastillo@broward.org>; Friedman, Karen t •a v�•'r•.+J!a� _ylL06N0 • •.-r•. .^G ... �-__� .. S t ---------------- L � ..� O. — .ar r J�ynr.Ipl•V. � _ 1 i+�-- �S �W4-1�}�S-.-� r I �1� LOCATION SKETCH WIT:C SJLE c� K* 1, ...a,...a.. l -ao�-» � t•F�-- ,'r\W CO .Lnar-•o.e+ I i•. Y�� Tr. i .....:.� J�` • ..s^�>' a / ~._:n-; j o 3 ....... _..-�~.-w..�.�._. f••. °riw `,� 4 nor,' �..-e��--,ae_�-._ ��.�.,�.�r•�,�_____�� W -...,...r. .-,-.. -..�.in�.+..'_..��a•..- _ __ _-::+T::'�-%/••'.'r'.w � �.�,r,}' to -y�i•Ra� 1-t-��i' � ain�Ti� - — •' �_ I Om- -.... �..-__�..� -. _' r -:.._. �...<..-.:..►" ..:..:°!: =•� ^^ .ter.:....__ � T.�. r� I c `� --..,•r,._._..-.,.._._w_ - -:.. _1�� _t 1._x=-` - - s-r d~ cn +tea• ZEE Daniel C ....,«..��.,.... ,------------------- ---- ..w.•.d.,.a, -.--'---•----'------- —• "„vs:..• ►.w.wr say •onw.t.w.a�c.e�w-Fortin ..w+.+w..o.�r �7•°L.•x• -- a�.r`r••'�avurso"i .•.;..r , . _- �•••^••s•e+. .• o•.:waww.r: l n+!+e•+w - I~ 10 51URY auaoNo -.. 1 �..... �yy � _Y_�\�• 'l ��: _.:_". �.`"'�`.�.� 7C�.,iiC ' _ S » -•,,mda.o.io Vn,,.,ll.60.E F�i} 'M I J - r - sty �.. ♦' ,� ' �,. �� <n 8 � r:-'-s -�•, � S�i-�•� 7 � _�..� _ r 1 �_E.--. .��..�� 1,�� l O ^~ArOM NN151F108' u Wa" oRE You n ( 8 @!t tinter I iL8 1 r - _ �"' ..�- «y'-^:" u.r —_�•� sr � . E �yl ..�.wsw.rti r� LU . _�•,,. -^pANN BEACH�sLEv O • � i r -j./ o . __ ��._ _ ""'^+r`� - R .ems--.� .o _,� � '-- _•- ", ;�..-r "�.�r - �/j _. ,.T..._\ ...sue ___ , _.._� .�--------— i�-.�_-_ /�r !/ /! •�' .'! i'/ s � t....�._ (y..-"s--� - a--'� __ _' '._- ;_ I� is vwy L A NGA /V Technical Excellence Practical Experience Client Responsiveness 24 September 2019 Craig Braun Broward Sheriff' Office— Dania Beach District Department of Fire Rescue 103 West Dania Beach Blvd Dania Beach, Florida 33004 Re: Fire Flow Calculations Calm Properties — SP-52-16 601 East Dania Beach Blvd, Dania Beach, FL 33004 Langan Project No.: 330061001 Dear Mr. Braun: Please allow this letter to serve as the verification that the existing water distribution system has adequate capacity to provide the minimum required fire flow according to NFPA Florida Edition Section 18.4.5.2.1. Langan's analysis confirms the existing water distribution system adjacent to the site (12-inch water main in Dania Beach Blvd. and 12-inch water main in Gulf Stream Road) is able to provide approximately 750 GPM at a residual pressure of 45 PSI within the adjacent water mains. This calculation is based on a fire flow test data collected by Economy Fire Protection on 13 September 2019. The minimum required fire flow for a Type IA building with approximately 241,758 SF of the three largest consecutive floors as required in NFPA 101 18.4.4.2 1,313 GPM. The minimum fire flow includes a 75% reduction allowable by code fora 4Hjl,0iing with an automatic sprinkler system. If you have an questions lease do not h `,`\,,PAIR/-('/�z��' Y Y q p �•�'f�Rs� V. SitieerMy, No. 72424 Laagata EngineQring and Environmental Services, Inc. Micha�f� ESQ �'R1� Senior Pro J�otr, fanag�r FL, Professional Engineer Lic. No. 72424 Anamaris Torres Project Engineer Enclosulefs) F re'-low Test,Fire Flow Calculations, NFPA Section of Fteouired Fire Flow,Fire Flow Statement verification FL Cen;f;cate of Authorization No 6601 wa Np i com�tja!awlA\dateoW006I001tProlecc OatalCorrespondente%2019-00-24 Fire Flow Letter ooc• 110 East Broward Boulevard Suite 1500 Fort Lauderdale, FL 33301 1 954 320.2100 F 954-320.2101 wwv+..�r:gan.corrl New Jersey•New York•Connee.ticul•Pennsylvania•Ohio•Washington,DC•Virginia•Florida•Tezas•Norlh Dakota-Cal ifoiniD•Abu Dhabi•Athens•Doha•Dunai•Istanbul HYDRAULIC GRAPH Pressure vs. (Flow)' 85 LOCATION: 130 STATIC PRESSURF: DATE: RESIDUAL 120 PRESSURE: _1 6 TIME: 50 Awf lio FLOW: 7_50 BY: V_e'o 6C,.,57 At.mm-07, - ELEVATION: NOTES: 100 z 0-0 uj 80 70 CL (4 a u C-0 J z U) '7570 CL 50 Lu - 40 to CC uj 30 20 10 OT 1111millwiij L1111 I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 A I I 0 r.i nw nal 1 nrd4Z PPP MIR111ITF: ;�.• :' __, _ `moo. _ ter. .;r - ire�.�`Nl !�,!• + %r,�`•/I•'�'� p\00 '-p,� S' � ,t �' t��titi•', 1{a .tt .. via�I I:t�II l: I�i t rll I� I 0� OZt Yt� •�:' � _ � f �I�S �l +'�',. 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'n:d 1',+'u•I'muily prn1-,crta103-n:ri+ow tey an arpiot-al aivatmtic sfCuikler+l+lcin shs(( Lrcliiiips iu deter.&uae 1+'ult L-A.of d::lutiott'n� he retl ud lry'S Ni-vi i tvttx-t aD of dtc (•ollo:tim eopdiitton, to (1) Th.: nummmin dislam to a dre livithot from lb.e clo"I nice Mnt oit W-hr.7ldirg shall not exceed 6170 0(18?ml (1) tln:slnicnirc couiptl,--,tvit t ilic bis Acme crb- 0 The imeiuvini dissgnct i-•:hveeC pre hyAranit shall not i-21 "nit,shtinne is tif,r)-vt i w Tr)x It ccuutslcelitnt exr•,•_d SOq tt(•.,71 r,t) (i) Tbt, .;Irticn:fe Is pmvidod --nth a t aci I ,im4itpe.-!tern ui 18.5.3 ltufldlap Other 1gip DeLacheil Oaco and I-tco-Elanillt ncd�rdarct: ivilh MP:1 Id_ CLw i -4,ud[ipc a}'<t.xrh of U)e DwOlInp. Pit.: iiytLatus >hotl It.: piuvtikti fut Lutlililep, aUicl [11ut11.4 tin tylr:shall ItapKit'ist,,{ 1Jaut:Ictatiicd ln:'• aa::l tivu-tat:isly J%elbuAs tit dccole:nicc witl: L-Alof the fo0una I-) nit,iotittuiK file Out,'i.lx+l lci3 t11a:J1(4I,�J;:pu1 j:'•'�L;nwl; �- tt) 'nr, nta�nc;nui dtstarte•: to i tire Ittdctu:l frorrl the clos:sl t8,1,S,i' Rrqulrtd F1s c Flo" ,end.Udunufle SprinJJer Sy sfd w pmt on tl:r buddir'g shall rot exc:etl JC0 11(123(n) Dt I1111rt.Fud .r btuldtitig wtOl.us apls•.iv±di I e sinuJ +:i >yacut dtc fit: Outs,4:tibuitl aial tip lire sptidki sysktn dl:rilutdi A Jl taut l.: 1 Tha uweu•dan tdstaiu c lnlwcen lira; hydlttidl3 shall nut re,piredl ro b: dr!;Hcf h`:U :r -ilia tvvtcr supply-stall hr-ciod(*pl viccctl 50C ill 152 it)) ,VlitrnrL-tit..IdrgcrofilictrCh+ d(A een.ii- ; 18.5.1 t\llniinuss)N•urnhcr of Fire I.lvdnmAfor Girt•riutt. IRS Flex-1(y•dr inb; 19.5.4.1 The mti,miilln 11%Dhe(of&e hydram,nmt tl to deliver 18.5.1 Fire Ilydruni l,.dxallom :uul DWribullun. Firc Il lima. the ),:gnred tie•: dory' Poe uvj ltalduigs on *ccoidaiw.: troth ALM b: prutadsd in dctul,luiitc n;th list all teat• -I :hall bt tct:nutr.al in iomrAarc+_ with S:ciinn txui<L[ •s,ur L,iuldbi + udu Ile jiut>:lclxai wdcas ulltuu'tac !• + ' 4, tJ;i tclutJl.d' pint rultcdI^ I I i a t1 18.3.4.2 "Ili: zwpuepatr fue Ilow caview. t>t an cue liyt:t:nns 1u-c hyift;wls Shall w lY. rqi ued tvb,-ic tl:c tr mei o idtut 11100 A (k)5 tcO ut dre btuhtukW. n"d.111edd, tit accctdYacce d[itUbuoOtt sy;t ul is n+v Capelito t-.(previt!, ,,a fur;11,.w ol'gtv.;vb:+ with . ! mid P, >li ll Er cut kwa clan tkc te(ptne,i Cu.: lion Sin nin)t 1S93 L-v" v A rC4iittal pr:.smr: of.('. pv t1109 d^u•dat:niur••::i to sxvortLanc-itidt , - i•' is kPel 18.5.a•34 "I i?: nmii uttn art dow capcity Inc' vAuch i fu•: 18 5.1.2` Fitt h-,tlr,nds Jusil ixd be ict;tpicdl ,+1::Ic iikxc ticjboi to hyd-nii 4A Ir: aedoled dtall br ii sVxtGad by ' it c\Jvuquuufdte i6tiAnifivii thnrad!-tirdio(r.utpt:rtacai CADxilre;a\C.!,Mlm! th%t'atG:i Slwirled ht d• t ih'iu ln-ILc.11!) be pctrtunatl tti;rn lts:dl fir+ daiat).uicui uv_iatiulu Love U_: dbilt. Iu JCCulrltl t:4l:dle suds v.tlu ni ai deidintnv:d by d.: IIIG M,5,1.3'Ih' fcudnsitin.of ,' ! fnd I I ' shall rot :hrrq ice dets+imirdtl ilia Eic a(,v 4.q, of : j• i 18.5,1.1''ll.•• dUslar'tr;sp.-vied In:.•n• ',. 18.5.�.1 Dire iNtJiC:!S tci,tll("dl by t c[:d i �- � shall Lt. sp: :(;all be wi-;,Aucd irwhidcd lit 1he unnunrut nwnbu of Or,: by(lraim for lire Dow •1101i4 fit-ti:lkauucrd.tcc'e>sttMtis illeuctadard:c;tilt . - _ rcquu•,cl by i'•• Table 18.4.5.L t NI Inlnulln Required Fir*Flom and Flou-Duration for Buildirip Fire Fltny Area 11' c 0.0929 or tn= Fire V 10% gpmt Flow 1(44J), 3.?KS for Duration (1(222), 11(111).111 211 " I\' 211111, V l Ili, 11(000),111(m), %'000 A Un41n) (bnurh 0-12, 00 0-1MM 0-840 0-59110 0-•3600 li0O 22,701.•30 200 1 301 1?,000 810I 10,901) 51)01 •?900 3601 4800 I?5'J 30,201-38,700 17901-21ACD l0 90E-12.900 7901-9800 d801•6200 NCO ,• 35,701-48.34D 2E01 24,20 E2.901-17,400 9801-I2,6G7 6201 77n'l Zi°0 - 2 48.101 5!1,0GU 2.U01 33.20 E?.•101 21,300 12,601 15.400 �701 91011.) 2511f1 59,001 ?U,900 13,201 JOAO :I%01 25.500 15,401 18.1100 9401 II.-WO 11 0 70CIO t-1R3,700 39.701-47.117a ?5.5111-34.I 100 tOCo S3,7.3E 07.'00 I^,101 S4.!Vfb t1}.101 35.20 21,801 23,9C0 13;101 15.600 3'10 07,701-1 12,7Q0 W0.406 tc.2U 1-40,6 0 ?5.901-29,30 I t 601-18 0011 3 r;j 1 I12.-l0t-l^8-100 63,411-'t,400 .111.601-46.1c0 29.301_2Moo IR•001-2000 37�Q 12S,701' 145,9CO "•2,401 S2.E00 •16AOL 5LSO.") }}4ajt 37,91:0 20,601. 21,300 401,10 144,901-164,300 82,141-9?. k7 52.5U1.59,1Go 3 7.90 t-42.700 23,301 MYn 47io 1c14,.(;1-193,•1C4 93:101.1103,100 sr.101-0110.1 42,701-47,700 ?6,34)E-!9 u10 .45�,0 181.11)1 203,100 ( 101,101 t1.1,600 66,001 ,111311 4"701 S3,U0:t 20,101 32,601} 115o ,03,?01 225,200 II1,01 126.700 7.1,301-81,11'10 53,1301-58,600 32,601 36,500 SUN) 2?t,7t}l-?-E'.'00 120."01-I?O.Jc1n � &I.Ini-8�►,2Ufi 5kt.601-6S.tCs1 36t,DI.;gc1(py _...__,,1(1. .___1` /� 2.4?,1701 2?1.2OO 1sio'.01 8i),201 91.700 65.•101 7004) 39.601 13.400 5»;G }'i.:0`I-295:3t.'0 Iv2,6Ul 106,5 00 ')'.'Ui IlG.:Cu} 70,601 "+.000 13,151 17,191) >')O C;rxvtcr than 0remr ftin I(to SM-)I 1;.800 "7.t1Dl _93.11W 47,40-51,500 6000 1<6t11) IF6 50P 1115.01 12:i.500 83,101 90,(W Y51. •J I 55.100 62SO 4 .501 135,50Q 90,601 9?,OC10 55.+101 60200 630 115.Sol-145:'S!)0 97,%1-1O6800 60,101�;.l900 6750 i i 1.15.g01-I<c'.."UU 106,80 i-i l 3•'41D 611,801-69<Snn 701;0 M I C;,?OI l -.900 113.201 121,3043 60,601 7.1,400 72:0 167,901-179.400 12).301-129.600 ?J,601 -79,800 ?5n0 179.401-01 400 129,601•13S.300 9.801-`t`.104 7 7Gt? C,rcatcr Dean Greater 1111m Greater d)att 8000 1�1.401) )11 18,1')0 8. ICO •T}T+cs tia c.rsrnxtivn ar•_ba*--J cn NFP,°1 13u Alca:cncctl at 20 p'a 1119 1 kPa) tlPL-D stsr . j�p ins ��4C.rr n FLcw By M r� DArE '1 r& /r N PROS-NO, 3Y0 C I UO CKD. _ DATE___ SHEET ( OF f L A lV GA lV Technical Excellence L A NGA N Practical Experience Client Responsiveness 24 September 2019 Craig Braun Broward Sheriff' Office -Dania Beach District Department of Fire Rescue 103 West Dania Beach Blvd Dania Beach, Florida 33004 Re: Fire Row Calculations Calm Properties - SP-52-16 601 East Dania Beach Blvd, Dania Beach, FL 33004 Langan Project No.: 330061001 Dear Mr. Braun: Please allow this letter to serve as the verification that the existing water distribution system has adequate capacity to provide the minimum required fire flow according to NFPA Florida Edition Section 18.4.5.2.1. Langan's analysis confirms the existing water distribution system adjacent to the site (12-inch water main in Dania Beach Blvd. and 12-inch water main in Gulf Stream Road) is able to provide approximately 750 GPM at a residual pressure of 45 PSI within the adjacent water mains. This calculation is based on a fire flow test data collected by Economy Fire Protection on 13 September 2019. The minimum required fire flow for a Type IA building with approximately 241,758 SF of the three largest consecutive floors as required in NFPA 101 18.4.4.2 1,313 GPM. The minimum fire flow includes a 75% reduction allowable by code for a building with an automatic sprinkler system. If you have any questions please do not hesitgtett'dl t3ni4ct us. L1t Engin ermgd Environmental Services, Inc. NQ. 14.24 //,, A r71CT`<bF NF r,CaIr�y rP� ,�EED AP Se er. FL, Prol+erlit „gineer Lic. No. 72424 Anamaris Torres Project Engineer Enclosure(s): Fire Flow Test, Fire Flow Calculations, NFPA Section of Required Fire Flow,Fire Flow Statement Verification FL Certificate of Authonzation No.6601 \Venpan.00rntdataVvfiA4iata0\7300dt00t\Protecy Da1a\Correspanderxe\201%09.24 F re Flow t.euer.00ci 110 East Broward Boulevard Suite 1500 Fort Lauderdale, FL 33301 1954.320.2100 F. 954,320.2101 www.langan.com New Jersey•New York•Connecticut•Pennsylvania.Ohio-Washington. DC-Virginia•Florida•Texas•North Dakota•California-Abu Dhabi•Athens•Doha•Dubai.Istanbul HYDRAULIC GRAPH Pressure vs. (Flow)'85 LOCATION: 110 STATIC f R_EjjMLt�� DATE: 19-13-17 RESIDUAL - 120 — PRESSURE TIME: 5 AK FLOW: 7-50 BY: lio AOW 7r — ELEVATION: NOTES: 100 m LU so X >- 70 LU (L 010 oe- 17570 50 40 7-7777i�� cl) UJI cr. 30 20 10 L I 0 l UA 0 r.1 nW r.Al I nrJQ PFIQ AAIPJIITr- s - _ NOON t f oh } war JP.1 irri - s 'Es r+t St'.eo �a�r r �a t. ``•�`�r�: `� q� ��yc �:-? _p o � fir- 18.4.IIscope. 1'alile M4.50.4 Perntlllc.t Fire i'lulu Reduction for Bullitlng 18.4.i.v •file tm-vckjc d--tetuuuty; Gtc flu:\' r�xjtai ulad: iix S{9:rnlilon buil(Wrs1:_t•:a11--%tabt1 smell UTIIm'dd11 Ito at-)%:Atbthctsil'. dIlic _ SelurollonVistarta' - f ill:Ictrndmltt Mat :c..':-i : Bct%i cen Ntilldings not 7 Ikpam llnn I)Istance to Ptr+ulutvl M-11.1.2 • t• - shill not appiy to cnlcitui nth't d'an Slnoc Los U)l Line or Ea,xlucm' Flrc Row bnitutgs `fl m 1i m Reduction F 18.4.1.3 :+..,u•IIL I)11 mal is I .;trill lr cuwducll a -:1+JaIxI 'N( u:d '•Band :•moral 2V') t. Itt.ultH1iCtiti4ti1itt 1Cn Witi utAiull cif Uttc- ,IIKI 11\t*IAn014'64':ilulL's F Igemcjat%it.-_61LLut.ijgt:xj:.t1GL' NiiNIJ4'tS1u1`6 - (8.4.2 Ik-f1nilloiss. $re I,! I n d:luuau!, " , l'u': IYot\' Art:a still .'tJ :•15.2 s� :.tS •�oti fire Flow 18.4.5-MAdiflc1110nx t8.4..1.1 l)ecrenwNlitl-1reVtm\Regtdrenteotc 13.4.S.►.i.l Ltiielc Itlll4ptc builduins arc l%xutetl cat o ifllsi: 18&A 1.11 Fire doss-rxpt .-nvnts&.Al be pentalt,:d its tc drtteis:,i lot, the Wilding s:paratior- Avance shall b: the <Ilstalt by IS! .•M fix linlal,.-d tilidtill;gs or a eicup of hulcttngs Ili swill betvwxr.tit:htgktings u't.: is silln!"I Brett; tt•(t'r` Il:c do-eloplim of 6.111 fire :lass 18.4.5.1.4.2 :l'liciv :, Littiltti»g; bbttt% it lot litre. die bt:ilding reqttiremcnls is unpra;.itcal;.;&xenrlinM by ttA 11 Il 18.4.3.1.2 The AF-11.liall I,r milhtlizcd lu e.UibUAI txtutlidJtU Cal fur ''d Girton dltrartc: shall M: it,:- tk;lalu b•)tn'acn ttl•: txnhiu:g AnddtC lUl I111! thliv Ictilkliulu avinO';rxl ill•recolurnx.%tdl l I ; 11,01lUrlg;' i 1g,4.5.i.4,1 MI-I.::a lniill5r%g; ,cuii[i;;uoty lu a pilhlil ii;ht of bnl rut liuriteli I().filesptinkici ptlNetYiuL type JfCuriilluCbrYl ufflte btult5m, oreup:utey. d:\=lupni:id d-nutty, lrt:ill+�llg s1Le. .u:J tva)•or no-littihl c-mittmi. the.'Op%ration disimee shall It.., the ._thick., tk tui;%e bctaeat(tie bidl(Gtig h,the upix-mw-,tcle of iliv tight of 18.4.3.2 Imemara-.v In Fire floss' Requircitu'nlc It:-- nuuarntui way Dr no bUQ1i requued We flo v Ovtl I* pdmntt•=d to I%! ircrm� lf; II-e All] 18.4 5.1.4.4 Where otullipl?btitkittiPs ar to amd on i suigl': 01 ttf:.'rC ,it iN ltii'h,�Isrell+Ihtiily rd prOltp IM,Cd ism) abut - lot Iitic. lit, btaldngt sehluautitl 6.:Ijtxc fix cwill.lgtstior•s An iilitvmr!mMicanrxt:fall r-:tt h:owl r:+hin mist` ;kwnlnnw,,, 6v dot% reduction,fill K.- Ili;stuallc:t ni►,lt.: two that Mavd flu;lie tx>Ja+e•c:un;l.r t:rwadeiau\Yi dutal,ccs 18.4.4 Fire Flnn-Ami. 18.4.5.1.$' Tl:c trtlilCtl(its tit ii• • + : : : and I., I , I I .al:ali Ill?; rr1n-%: Ihd regttired We Omv Ip le>s than 18.4.4.iI Geaerisl.ilia fire flow area slnil he the INN d<xx nicA of all j(N)gpm(l NOp L p-Ari) dw t I v..liot a hudding cxcrpi as modified in ' - l$.4.5.2 floc-Gall rsea l=ani)h' Dwellings b cceding$000 Ft, M4.4.2 'type 1 (443). Typo 1 (332), and Type lJ (211) t'onsuwfion.'llr- &4, Ut>;s ar>'a of.,LIQLing ct>itsmwi-t'of 1-;.lx 1 18.4.5.1.1 Pirc OtNv sill 111xs tlaaliui. lilt dwl lu �, having a s 113},Type I t3 i2),ul%.T)ye Il(22-2)cinubt:::tiuu 4.di br tart.vct +' of did duet lal;te�1 u:t cd3at\'e d1aHs. [tic fluiv,ue.l ill rs,_eis of�Oco li'(16.1 S us-)dial I nut be leis dranllralil,cltfic ISA.:fire Flow Rnlulremtats for I3uil411ngt: 18.4.5.1.1 Retpiutd lire(lost'shal)be t'taitt.;"tl hy's liereent and Onc-antl Tw@).Vam)h•f)%%rllings Nit Excredirro SOW fu Ill.--title.^ion r_dnoetl to I hour%alert the orae- and I%vo- tiiiIaN (464-5.no). Jwetlmg I,,; provider. with an +iprxcived imommic spnrkl,r The ntunitiuu fbe Ilcr%v dini nix.v dlrAm t 1mirt arms fir S)stem fir •MA tKlllilltdl)'tlu•CLlitigS Iiri4Ulg it fite 1-M ac.r dekko-s I:Jr 13.4.S.1.3 A IClltictitnt it; dt: IsQldted lire Ilow sli.dl b: exceed il"011 Il'l Ili 0 S lit') siudl L•e IOD nxti O'S> Camel lit 1 pelitliltiNi %%•h,.rr ,\ utte- aecl t%vu-f 0AY dlrellitif rs v p:ea4-/l luua fr1-au all(o(lim.,iv sv%.vltKn:c:itidt 1. ' . �;' •, ' .. f SAS 1.11 A willimin to requLred lire dow of?i percent ;(fill tt.: 18.4.5.1.4 R.•:1111ml Ile: (lox'tnr one-and Iwo•ltritull'(wd Ivigi pennin•ed vA-P:r•:III, me. and h1r%>-fat►rily dtwlhtte to I.wvIC'.•,'l%\id' (x'otect•rd h)'an a{iprol-.ai rMIOU%Ihc .prtnkler .;stem shall rot anapprovcll311INVatic gnrr.l:lercys�cnt cxce•::I 20C.i,r+m'?!"l L.nisi ti>t I hour 18.4.N 1.3' Mi:11 urge-.uxl tiro-ialtnly dt%•alu g.4 me In%spty:d to Lc 18.4.12.5• llle reduutnls lit :: ---,and i : I `_ shall lax v'lutrudlat u;ilcw',:I:ae walci thilribiuiui,j%Inu; p't-vichrtu Gie leduce dw I►tpewtl fa•:flow to ku dwt: 5130 gtpin t I900 L:nlilo Clow wet: tk.d s:d:ul%I ❑w.01c:l oiu to Ole c(kt0\c r!.Nr ar us ful 1 1p-vw (ewle.d.:Al If bl"Ill tic dud::n(L !u elcept d11-Inss:x h :b:;4 t:ct: 18.4.5.3 Dnildins 011scr Tlnn One- and rt.-tr F tntlh' s11•strtu fir' flu;% tvlslo IL: tr.-:- .nxl Rao-hildl thrr►tI1gN- III' pro%uier'•%viol 6Ipgtrtn+!49 Uutotisitic slnullJL,5yil:ub �urllings. 18-4.&1.4 A r-Aiclion to lire Aov-.' ;hall b.-g.:nnu1•:d tic tnidlitrQ iR.4.S.3.1 Th- naninium fir,: dom Xrd dow Jitt ion ftv s:praxhlwt d1,iArec to ahoritar.., s\)Ih y :' I` t t xl it t\iril�r, ' Mier Ilian one-and I-o-family dwcliirgi shall ha A; It I : aiir:.iI'lcdtit I i PKA4JI 114at+►lLis°+1far+a Uk-k JAOIt+ravt,4vI!� N;"irai1 4mliOt* Mfl-!, " r* nwo ,;..I+mvImw%A kt-sy ry lie,4 PA arm l*44 o t.Iij-,.1.1 do--t*14a0 L-% 4 144lnv" P4."l'tta: *},ta le;. +ar-Matta alttl+'U44 t+.aa*Ozl* Iwrtaww .?w t"t his"'swrr 0--w +s 04slat IIV Mw �rmHatrll+r4 ttJata tie:t ,l,*l t k a w1a4. 64 F 401,wwt4 tai w 494111 Wwrit Aatxw t:iIMr .cleat 11, A Fw-V7 l 'walla A t o rrlwwee. &I l. .' mat. rE tti. [i FL-411a t AA Tit A L I, as lV c4°-A N f"^*40150IIN 4" t4%'t1 11 st aft ,1 1111A 1 clrl "i A o +Awd Ott . ..l_ . rai11.;arW44190-ata I61,4 t4 w+Ip alit i- w,w - wtaaC" 0- r w teut + asl* ,l Era�},. ."t ,. ll t17*t�"i 1�1t 44 40 16*4 twt,111WL ata tiL c tw itkrr rl,n, lt.Efllnii`. fit' "4 JLIVJMWLJ w,%sm#IWA 4 o #'1 - 1* 4" �wvft Aw115%at vtd is 11 1,4 Attr t%hfft,*A I..voile a tam•t -'Irw t f1 r ti'au wl w6k*114°,t t»<*tl 1L atttw,l a 4tm 0: Pulim N►tic wt ne t .,t ; I111 litlwwkwal Alen awt,1 IN-w osdo pM+ ► F w� IUSA :=tJ tt• la+rtll.JA alt l l*r t two #w cw(w tw)# .136 wd' t�w�a unt It-Vftf IlkM f*-1wg 1411 ttl►tet AIMAO 3Lt aw wr raa *.`wawa tadttll trklt.t ,a k. 61"Atl+ iwr Inai +rl lyt "t Mr•'r.t mitIj,i>*4 fit 1 f4lat"t v. 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DATE SHEET OF I LANGAN L A /VGA /V Technical Excellence Practical Experience Client Responsiveness 24 September 2019 Craig Braun Broward Sheriff' Office — Dania Beach District Department of Fire Rescue 103 West Dania Beach Blvd Dania Beach, Florida 33004 Re: Fire Flow Calculations Calm Properties— SP-52-16 601 East Dania Beach Blvd, Dania Beach, FL 33004 Langan Project No.: 330061001 Dear Mr. Braun: Please allow this letter to serve as the verification that the existing water distribution system has adequate capacity to provide the minimum required fire flow according to NFPA Florida Edition Section 18A.5.2.1. Langan's analysis confirms the existing water distribution system adjacent to the site (I 2-inchwater main in Dania Beach Blvd. and 12-inch water main in Gulf Stream Road) is able to provide approximately 750 GPM at a residual pressure of 45 PSI within the adjacent water mains. This calculation is based on a fire flow test data collected by Economy Fire Protection on 13 September 2019. The minimum required fire flow fora Type IA building with approximately 241,758 SF of the three largest consecutive floors as required in NFPA 101 18.4.4.2 1,313 GPM. The minimum fire flow includes a 75% reduction allowable by code for a building with an automatic sprinkler system. tttttfurr, If you have any questions please do not he�gi� �yc111fl, us. � '\CEN Sir .,••,q,p, n,pg)Li#Ongaithicf-Environmental Services, Inc. • �� OF = = Serfr�y @eY FL. Proflesi &'ineer Lic. No. 72424 Anamaris Torres Project Engineer Enclosure(s): Fire Flow Test. Fire Flow Calculations,NFPA Section of Required Fire Flow.Fire Flow Statement verification FL Cenificate of Authorization No.6601 Vangan,ccmtdalaWAlAdala0�00G 001V'rojecl OatatCorrespondenoet2019-09.24 Fire Flow Letter doer 110 East Broward Boulevard Suite 1500 Fort Lauderdale, FL 33301 T: 954.320.2100 F- 954.320.2101 www,langan.com New Jersey-New York•Connecticut•Pennsylvania-Ohio-Washington.DC•Virginia•Florida-Texas-North Dakota•California•Abu Dhabi.Athens•Doha•Dubai-Istanbul HYDRAULIC GRAPH Press-ure vs. (Flow)"' 4, LOCATION: 130 STATIC PRESSURF: 30 PATE: RESIDUAL 120 PRESSURE: TIME: vo FLOW: 7- 0- BY: ELEVATION: NOTES: 100 -------F-1 cc 80 nC 70 uj CL e- ch z -0 a50 cc 40 30 0. -1 -T- 20 10 oll I [I I I 1 11 u4iij..0'.li� i I I I I III I-1.1-u-1 I- =1 nuV P.Al 1 nrd-AZ PIPR RAIFJIITF All, 21 Akio d •1 y r S S� P via �i+l Irk 1 �l/ir, r�. .;' o •�N �� 1 .yo t .1t+•. 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'\ M M�ViJui j-1� r�S�•�rT,c .. G.s 7,,�z 7—L.OGJ BY OAfE 1f6 A-, PROD.NO. 3•!Uy C 2 cfa I (Sol CKO. —DATE _ SHEET ( OF I LA /VGAN B ; D ca�N Y • t+ AVIATION DEPARTMENT-Fort Lauderdale-Hollywood International Airport 2200 SW 450 Street,Suite 101 •Dania BeeCh,Florida 33312,954-359.6100 September 26, 2019 Marc LaFerrier,AICP Planning Director City of Dania Beach 100 West Dania Beach Blvd Dania Beach, Fl.33004 RE: Sea View at Dania (601 Dania Beach Boulevard) 601-649 East Dania Beach Boulevard, Dania Beach, FL Broward County Aviation Department (BCAD)Conditional Approval Letter Dear Mr. LaFerrier: The Broward County Aviation Department (BCAD) has reviewed the proposed Sea View at Dania development (601 Dania Beach Boulevard) located southeast of Fort Lauderdale-Hollywood International Airport (FLL) at 601 —649 East Dania Beach Boulevard. Since the proposed project is within 20,000 feet of FLL, its development and operation is subject to Federal Aviation Regulation (FAR) Part 77, Florida Statutes Chapter 333 and/or the Broward County Airport Zoning Ordinance. These standards seek to ensure that any proposed construction, use of high lift equipment, such as cranes, or other potential hazards will not negatively impact the safe and efficient use of the airport and surrounding airspace. Taking into consideration the proximity of this project to FLL, BCAD is providing the following comments regarding the proposed development: • Based on the location of the proposed project, FAR Part 77- Subpart B and Section 5-182(n)(2) of the Broward County Land Development Code, require the applicant to obtain a "Determination of No Hazard to Air Navigation" from the Federal Aviation Administration (FAA). The receipt of a favorable determination from the FAA is required for all critical building points and temporary construction cranes and must be received prior to any construction activity. The Federal Review (FAA 7460-1) process can be initiated at the following web address: https://oeaaa.faa.goy/oeaaa/external/aortal.isp • No building, structure or vegetation on the site may exceed the maximum height of 267 feet (AMSL) as shown on Site Plan Sheet 3.0 (received by BCAD on 09/13/2019) and the emails sent to BCAD from Carmen T Diaz (dated 9/12/2019 and 9/13/2019) unless submitted to BCAD for additional review. • The proposed development must not generate light, glare, smoke or other emissions that could be disorienting to pilots operating in the vicinity of the airfield. Broward County 8oard of County Commissioners Mark D.Bogen-Lamar P.Frshe(•Beam Fur(-Steve Geller•Data V.C.Holness•Nan H.Rich•Tim Ryan•Bapbara Shari&-Michael Udine www_b rowa rd.orgMnwv.11l.n e t Adherence to these conditions is required for BCAD approval of the Sea View at Dania site plan located at 601 — 649 East Dania Beach Boulevard and it is based on the following documents submitted by the applicant: o Site Plan Sheet 3.0 prepared by Architect Carmen T Diaz / Caymares Martin Architectural & Engineering Design (received by BCAD on 09/13/2019) o Emails sent to BCAD from Carmen T Diaz(dated 9/12/2019 and 9/13/2019) o ALTA/NSPS Land Title Survey prepared by Fortin, Leavy,Skiles, Inc (dated 7/19/2019) If the proposed plans are revised substantially from those submitted for this review, BCAD requests that the revised development plans be submitted for an additional review. This letter serves as notice of potential aircraft overflight and noise impacts on this property due to Its proximity to the Fort Lauderdale/Hollywood international Airport. This property is subject to the overflight and associated noise of arriving and departing aircraft during the course of normal airport operations. Individuals sensitive to such events should satisfy themselves before purchasing this property that such exposure to aircraft overflights and the noise associated therewith will not adversely affect their enjoyment of the property. This letter serves as notice to prospective purchasers of parcels within the property that, pursuant to Broward County Ordinance 2006-37 and consistent with the Federal Aviation Administration's "Change in FAA's Noise Mitigation Policy," effective October 1, 1998, the County will only provide noise mitigation for existing "incompatible development" and not for new incompatible development. The determination of "compatible" and "incompatible development" will be based on the County's most current Federal Aviation Administration ("FAA") approved Noise Exposure Map and the Airport's most current noise compatibility program which has been reviewed and approved by the FAA for the Airport. The applicant should note that the project is not eligible for federal funding to mitigate aircraft noise. Please do not hesitate to contact me if you have questions or require additional information at 954.359.6258 Sincerely, Karen Friedman BCAD Aviation Senior Planner t cc: Carmen T. Diaz, RA(carmen@caymartdesign.com) Michael P. Pacitto, P.G., Director Planning and Environmental William Castillo,BCAD Aviation Planning Manager 2 ^ — �-- _ — I 1 I � !•!i � — — 1��ILTON o1m 3 LU C 4 4 3 PROPOSED SOUTH ELEVATION Z �., j„� 4 o a D, Q J L Ln MI I cl _ T PROPOSED EAST ELEVATION D A-3.0 Friedman, Karen From: carmen <carmen@caymartdesign.com> Sent: Friday, September 13,2019 3:09 PM To: Friedman, Karen;'Greg Huxman';'Joseph Milton' Cc: Coutain,Jr, Ken;Castillo,William;'Rick Coles';'Ben Doyle' Subject: RE:601 E. Dania Beach Bivd /Calm Properties/Airspace review Attachments: A-3.0 Elevations-A-3.0 ELEVATION S (2).pdf External Email Please see drawings that show height of the 2 center towers. That puts the taller portion of roof at 160'. Let me know if this is ok or if we need to lower that height by a couple of feet. Thanks, Carmen T. Diaz, RA Project Manager carmen&oymortooign.com a CAYMARES MARTIN. ARCHITECTURAL &ENGINEERING DESIGN,Inc. 5001 SW 74 Court,Suite-100.,1141om1,FL 33155 4CAR27136,P.F.(tic.k 64625j,A.R.JUc.15631) Pb;305.669.5040 www.eamtaresmorttn.com From: Friedman, Karen <KFRIEDMAN@broward.org> Sent:Friday,September 13, 2019 11:28 AM To: carmen<carmen@caymartdesign.com>;'Greg Huxman'<ghuxman@j-milton.com>; 'Joseph Milton' <Josephmilton@j-miiton.com> Cc:Coutain,Jr, Ken<KCoutaln@broward.org>;Castillo,William<wcastillo@broward.org>; 'Rick Coles' <rick.coles@cap itolairspace.com>;'Ben Doyle'<ben.doyie@capi Iola irspace.com> Subject:RE: 601 E. Dania Beach Blvd/Calm Properties/Airspace review Carmen, Good morning.Thank you for sending this height Information. According to Site Plan Sheet A-3.01 an elevation of 157' is NOT the tallest part of the decorative roof. See the below screen shot. • 1 circled the 157' height,and the areas that appear to be taller than this location. • is there an updated version of the A sheets that demonstrate the height to the upper most portion of the decorative roof? 1 Friedman, Karen From: carmen <carmen@caymartdesign.com> Sent: Thursday, September 12,2019 7:1 B PM To: 'Greg Huxman'; 'Joseph Milton' Cc: Coutain,Jr, Ken;Castillo,William; Friedman, Karen; 'Rick Coles; 'Ben Doyle' Subject: RE:601 E, Dania Beach Blvd/Calm Properties/Airspace review Attachments: HEIGHTS DIAGRAM.pdf External Email F.F.E. =7.0 NAVD Total building height to Roof Slab=140'-0" To the highest point of the decorative roof= 15B'-0" Please call me or have the Aviation Dept to call me with any question. Thanks, Carmen T. Diaz, RA Project Manager carmen Ica martdesl n.com CAYMARES MARTIN. ARCHITECTURAL &ENGINEERING DESIGN,Inc. 5001 SW 74 Court,Sulre 100.,Mlom1,FL 33155 CA 427136,P-E.(Llc.#64625),AR.(Llc.#5631) Ph:305.669.SO40 www.coymaresmartln.com From:Greg Huxman<ghuxman@j-milton.com> Sent:Thursday,September 12, 2019 5:29 PM To:Joseph Milton<josephmilton@j-milton.com>;carmen<carmen@caymartdesign.com> Cc:Coutain,Jr, Ken <KCoutain@broward.org>;Castillo,William <wcastillo@broward.org>; Friedman, Karen <KFRIEDMAN@broward.org>; Rick Coles<rick.cotes@capitolairspace.com>; Ben Doyle(ben.doyie@capitolairspace.com) <ben.doyle@capitolairspace.com> Subject: Re: 601 E. Dania Beach Blvd/Calm Properties/Airspace review Carmen, What is the FEE for Dania? Thank you Greg Get Outlook for iOS From:Joseph Milton<josephmilton@i-milton.com> Sent:Thursday,September 12,2019 5;20:03 PM To:Greg Huxman<ghuxman@i-milton.com>;carmen<carmen@caymartdesign.com> Cc; Coutain,Jr,Ken<KCoutain(@broward.org>;Castillo,William<wcastillo@broward.org>; Friedman, Karen I i g? Q ,� F f M�_ ----------I-- ----------------- LOCAMN SKSTCH upwammomsm WIRMS LAO" -7: P KLOW W gym------ -------- -----— r —w w o Z' ------ cn 0: CL— .7Z cn LEVARD DAM6 r= ------------- ---------------------4------------ ------------------------- ---------------- Daniel C fff;�f�Fortin �. - ------- .. - -_ 2 s —c f•:L��;._ W' ` ......w - ._ :.�.76� ----`- i r LEGEND ¢t lfj .-. P"�_c- .' tJ, � ' ��• I _:^^� . :.ram � ��)q U0.a e �j i esvac rou uw �3 IF uj .,...._r............ ` -' .'j tea:::`• � ��i� I ccd a W /'f,,.,"?S°eP' - ::�.:=. 1`-u-'- �. `p"`°"'.`w y �.iMr�'+ ��''�� f f�..` '.,may. t.•_•• ,� I'd k � - W�S Afii UL •a �i _tom �....••�~ (' `T I ._ems_ , .� u+g g , ---- _ _______________•_-__-___-_______ ---•-------- ---------- I r ---------------- •C`LJ4 tr.Y I A Greg Huxman From. Friedman, Karen <KFRIEDMAN@broward.org> Sent: Thursday,September 26, 2019 9:20 AM To: LaFerrier, Marc Cc: Lajoie, Corinne; Castillo, William;Coutain,Jr, Ken; carmen;Greg Huxman;Joseph Milton; 'Rick Coles'; 'Ben Doyle'; Pacitto, Michael Subject: 601 E. Dania Beach Blvd - Broward County Aviation -Conditional Approval Letter Attachments: Conditional Approval Letter(601 E Dania Beach BI).pdf Marc— Good Morning. Attached please find the Conditional Approval letter for 601 E. Dania Beach Blvd. Please note, this letter also includes a Potential Aircraft Overflight and Noise Impact Notice. Sincerely, BRR, ',,WARD Karen Friedman,AICP, Senior Planner Broward County Aviation Department 2200 SW 45'h Street, Dania Beach, FL, 33312 Office:954-359-6258 www.fll.net Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message A o or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. t The School Board of Broward County, Florida FINAL SCHOOL CAPACITY AVAILABILITY DETERMINATION PLAT S BBC-2021-2016 County No: 017-MP-16 Calm Plat June 2,2017 9:48:36 Growth Management Facility Planning and Real Estate Department 600 SE 3rd Avenue,8th Floor Fort Lauderdale,Florida 33301 Tel:(754)321-2177 Fax:(754)321-2179 www.browa rdschools.00m SEP 17 2Qt9 �J► 1' ett1 en t FINAL SCHOOL CAPACITY AVAILABILITY DETERMINATION PLAT PROJECT INFORMATION NUMBER&TYPE OTHER ADDITIONAL OFPROPOSED PROPOSED STUDENT Date: June 2,2017 9:48:36 Single-Famlly: Elamentary: 4 Name: Calm Plat Townhouse: SBBC Project Number: SBBC-2021-2016 Garden Apartments: Middle: 2 County Project Number: 017-MP-16 Mid-Rise: Municipality Project Number: PL-39-16 High-Rlse: 386 High: 2 OwnerlDeveloper:CALM Properties,LLC Mobile Home: Jurisdiction: Dania Beach Total: 386 Total' 9 Comments District staff reviewed and issued a preliminary School Capacity Availability Determination (SCAD) Letter for plat application for 386 high-rise units, which were anticipated to generate 8(4 elementary,2 middle and 2 high school)students. The school Concurrency Service Areas(CSA)impacted by the project in the 2016l17 school year included Collins Elementary,ARucks Middle,and Hollywood Hills High Schools. This project falls within the boundary of Land Use Plan Amendment(LUPA)PC 03--6,for a Local Activity Center(LAC)land use designation(later absorbed by PC 09.5 for a Regional Activity Center)and is subject to the mitigation stated in the recorded Tri-Party Agreement between the City of Dania Beach,the School Board and the County. As such,this project wes determined to be vested for public school concurrency requirements per Section 8,11(b)(1)of the Interlocal Agreement for Public School Facility Planning. Written correspondence from County Staff dated May 18,2017,notified District staff that the Broward County Commission gave final approval to the plat application on May 9,2017, consistent with the residential type and bedroom mix reviewed by District staff and stated above. Therefore,this application is determined to satisfy public school concurrency on the basis that the project is vested for public school concurrency requirements for the units contained herein. Also,based on the County Commission's linal approval,the students associated with this development are vested for public school concurrency purposes for five years. Unless the underlying approval for this project expires or an extension of this Final SCAD has been requested in writing and granted by the School District,this final determination shall be valid unbil May 9,2022.which is live years from the approval date of this plat by the Broward County Board of County Commissioners. Students generated are based on the student generation rates contained In the currently adopted Broward County Land Development Code School Capacity Avallabillry Determination-Prepared by the 1`901ty Planning and Real Estate Department-The School Board of Brovrard County,Florida Page 1 SBBC-2021-2016 Meets Public School Concurrency Requirement® Yes ❑No Reviewed By: Date Sf9 dture Lisa Wight Name Planner Tftie School CapacAy AvallaNllly Delerminallon-Prepared by the FaclUty Planning and Real Eslale Department-The School Board of Broward County,Florida Page 2 Greg Huxman From: Lisa L. Wight <lisa.wight@browardschools.com> Sent: Tuesday, July 2, 2019 2:51 PM To: Greg Huxrnan;Javier L Vazquez; Carmen T. Diaz (carmen@caymartdesign,com); Lajoie, Corinne Subject: Re:Calm Plat: Broward County School Impact Fee(601-649 E Dania Beach Blvd.) Greg: As long as you aren't modifying the project to change or increase the unit type, the SCAR that you have remains valid, as it is good for"a maximum" of the development intensity reviewed for public school concurrency. The City should accept the current one you attached. Corinne, please advise if you require something more from me to enable the applicant to proceed. thank you. Lisa Wight Growth Management Planuer Facility Planning and Real Estate Kathleen C Wright Building 600 Southeast 3rd Avenue, Sth Floor Fort Lauderdale, FL 33301 P:754-321-2172 lisa.wight@browardschools.com browardschools.com (or school website) - R R O 11• A D Educating Today's e-_1 info p ill r C.-.k__ _ Q I '16 onrl ir. T.. -.r Under Florida law, e-mail addresses, and all forms of communications, including e-mail communications, made or received in connection with the transaction of School Board business are public records, which must be retained as required by law and must be disclosed upon receipt of a public records request, except as may be excluded by federal or state laws. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by phone. The School Board of Broward County, Florida expressly prohibits bullying, including cyberbullying, by or towards any student or employee. See Policy 5.9: Anti-Bullying for additional information. Please note: Due to the implementation of the mandatory 2019 Summer 4-Day Work Week, all schools and administrative offices are closed each Friday during the summer beginning the week of June 10, 2019 through August 2, 2019. Dedicated to results, we want to hear from you. Please click on link below for our customer survey. https://docs.google.com/forms/d/155roCamUOKTfeNtstWfrXQvsaEu O3awYdCYluS6XWxg/viewform t Frbm:Greg Huxman<ghuxman@j-miiton.com> Sent:Tuesday,July 2, 2019 9:03:03 AM To: Lisa L. Wight;Javier L.Vazquez; Carmen T. Diaz(carmen@caymartdesign.com); Lajoie,Corinne Subject:Calm Plat: Broward County School Impact Fee ( 601-649 E Dania Beach Blvd.) Lisa, It was a pleasure speaking with you on the phone. The current valid School Board Impact is for 386 units and expires May 9,2022. We are submitting a site plan revisions for 381 units. Per our conversation we do not have to submit any forms or fees. Please confirm with explanation for Corinne. Thank you Greg Greg Huxman J Milton and Associates 3211 Ponce De Leon Blvd Suite 301 Coral Gables, FL 33134 0: 305-460-6300 ext. 130 C:305-450-4303 E: ghuxman@j-milton.com ##################################################################################### Note:This message is for the named person's use only. It may contain confidential, proprietary or legally privileged information. No confidentiality or privilege is waived or lost by any mistransmission. If you receive this message in error, please immediately delete it and all copies of it from your system,destroy any hard copies of it and notify the sender. You must not, directly or indirectly, use, disclose,distribute, print, or copy any part of this message if you are not the intended recipient.JOSE MILTON &ASSOCIATES and any of its subsidiaries each reserve the right to monitor all e-mail communications through its networks.Any views expressed in this message are those of the individual sender,except where the message states otherwise and the sender is authorized to state them to be the views of any such entity. ##################################################################################### 2 DANIA BEACH RENTALS, LLC. 3211 Ponce de Leon Boulevard, Suite 301 Coral Gables, FL 33134 CALM Property Staging Letter Dear Corrine, Dania Beach Rentals,'LLC will not be staging any material on the roads. All staging of materials shall take place onsite. In the case of utility connections, any erecting or disassembling of cranes / buck hoist or any work relating to sidewalk or road improvements shall require short-term closure of the road, which shall be effectuated pursuant to proper permitting. Sincerely, Frank Manager SEP t 7 z��h planning DePartment c) Design of the water flow for the AFPS and/or ASS shall be the same as that obtained from the fire flow test. d) The residual pressure at the required water flow at the connection to the water main for an AFPS and/or ASS shall not be less than 20 PSI. e) The static pressure at the water main shall be determined by a recorded method for a minimum twenty-four (24)hour period. fl hire flow test data shall not be more than one 1 year prior to the lasts. hydraulic calculations and submittals for the AFI'S and/or ASS being submitted to AHJs for their review and acceptance. The results of the fire flow test shall be provided to the AHJ at the time of the submittal of the plans, hydraulic calculations and submittals for the water based AFPS and/or ASS. BROWARD SHERIFF'S OFFICE DEPARTMENT OF FIRE RESCUE AND EMERGENCY SERVICES FIRE MARSHAL'S BUREAU DANIA BEACH DISTRICT 103 West Dania Beach Boulevard Dania Beach, FL 33004 Phone: (954) 342-4262 Fax: (954)342-4265 APPLICATION FOR APPROVAL OF THE FIRE PROTECTION WATER SUPPLY DESIGN Date of Application: G/1� A4L Site Plan App(leatlon#:_ S`�-sa- 16r-,oD _ Name of Project/Development: CAL i��ZCU1�c�2Tf�s Address of ProjectlDevelopment: Owner/Agent: Cecl t m I f+ n Design Professional of Record:_ LAI)Gran If,r CP)I� c_ CAr" Water Purveyor: V An) c'�c�rf Water Purveyor Address:_ 1O0 w ']-'An((* -tJLNAU-r 'ZLL P. t7An J -J3 L\(4e),j 1, rc ?7a.y In order for the Broward Sheriff's Office, Department of Fire Rescue, Fire Marshal's Bureau to provide an approval letter for the adequacy of the fire protection water supply design for the above referenced project, the following information must be provided: Affirmation of Compliance with Fire Protection Water Supply Design Requirements: 1. The Type of Construction" is .IA in accordance with NFPA 220. SEP1 ) 2919 Page 11 of 12 Planning 2, The total fire protection water supply needed for manual firefighting (fire flow)and fire sprinkler/standpipe operations is IEZ)) gallons per minute.(In compliance with water supply requirements for manual firefighting operations in accordance NFPA 1:16.4 (FFPC 61h Ed.]and the Broward County Land Development Code, and the water supply necessary for fire sprinkler and standpipe operations(if provided)In accordance with the currently adopted editions of NFPA 13 and NFPA 14). 3_ Statement of verification from the design professional of record, on official company letterhead, that the proposed water main sizing, fire hydrant spacing,and fire hydrant locations, are in compliance with the Broward County Land Use Code and the Florida Fire Prevention Code, (Attach signed and sealed document). This will affirm that the abo"ted information and attached statement of verification for this projectldevelopment is accurate and can be lied'o f6r the equested approval letter to the applicable water purveyor. Signs ure-0 n I ntl0ocupant: Date Signature—Design Professional of Record Date Page 12 of 12 L A NSA N Technical Excellence Practical Experience Client Responsiveness 12 September 2019 Craig Braun Broward Sheriff' Office — Dania Beach District Department of Fire Rescue 103 West Dania Beach Blvd Dania Beach, Florida 33004 Re: Fire Flow Calculations Calm Properties— SP-52-16 601 East Dania Beach Blvd, Dania Beach, FL 33004 Langan Project No.: 330061001 Dear Mr. Braun: Please allow this letter to serve as the verification that the existing water distribution system has adequate capacity to provide the minimum required fire flow according to NFPA Florida Edition Section 18.4.5.2.1. Langan's analysis confirms the existing water distribution system adjacent to the site (12-inch water main in Dania Beach Blvd. and 12-inch water main in Gulf Stream Road) is able to provide approximately 2,088 GPM at a residual pressure of 25 PSI within the adjacent water mains- This calculation is based on a fire flow test data collected by Line Tech on 15 June 2016. An additional fire flow test Is being completed on 13 September 2019. We will provide a supplementary letter confirming the results of the updated test are consistent with the 2016 when the test results are available. The minimum required fire flow for a Type IA building with approximately 650,000 SF of gross floor area is 1,500 GPM. The minimum fire flow Includes a 75% reduction allowable by code for a building with an automatic sprinkler system. If you have any questions please do not hes`t§ �1 ��, s. Sin 14 Ladga Enp nep�� ai'. vironmental Services, Inc. 17 OF �4y Micho4tati% Senio(.0'r, �t' FL. Profess'lo ng 6er Lic. No. 72424 - S E P 1 7 2019 Anamaris Torres Planning Project Engineer Department Enclosure(s) Fire Flow Test, Fire Flow Calculations.NFPA Section of Required Fire Flow,Fire Flow statement Verification FL Cenificate of Authorization No.6601 wangan.tomNdata\FWdata OW0016W llol lice Oat ACwrespondwe eU016-10,03 firm flow Lelter.doac 110 East Broward Boulevard Suite 1500 Fort Lauderdale, FL 33301 T: 954.320.2100 F: 954,320.2101 www langan.com New Jersey•New Yerit•Connecllcut-Pennsylvania•Ohio•Washington,DC-Virginia•Florlda•Texas•North Dakota-Cali lornla-Abu Dhabl-Athens-Doha•Dubai•Istanbul FJ zt Ono G?� ^^C:M 3u;7.,v PS �a ► , - C �. r „� i�An A � „ CFl4.m �'�_�� , - BY ._ l ---DATE_I^'7—/<< Paa.N0.7!?O& 4& S _— - f'"u ►-�cn. C�4c� — - - — CKo._ _ DATE�1�1f _ SMEEF of LANGAN Fire Hydrant Inspection Report 241 NW 18th Ave Delray Beach,FL 33444 O 561-274-1032 F S61-279-1044 info@finetecinc.com LANGAN Audit Date: 6/15/2016 Hyd ft: 1 Line Tec ID: 78 Inspected Scott Address: Street Name: Dania Beach Blvd Cross Street: Gulfstream Road City: Dania Beach Location: Hydrant located on The NW corner of this intersection Manufacturer Dresser Model: 500 Hyd Year: 1971 Pumper Height: 18" Hyd Type: Traffic Main Valve Size: 4 1/2" Static/Pressure: 62 GPM; 850 Existing Road Marker: Yes Installed Road Marker: No Installed New Hyd Tag: No Hyd Needs to be Painted: Yes Painted: No Pumper Nozzle Sizes; 4.5 2.5 2.5 Operating Nut: Pentagon Existing ISO Valve: Yes IOS valve Direction: Front Feet Away: 2 Turns To Close: 19 ISO Valve Size: V ISO Valve Remarks: In conrete sidewalk Hydrant Out Of Service: No Hyd Residual: 55 Pitiot Reading: 25 Comments; Fire hydrant apprears to have a leak at weep hole or base of hydrant. Hydrant was leaking at the base of the ground during pressure recorder test. y Y y a• Ate: ,V ` t1 / ... J. 'v .ter• /� l , 111 �. �� .gam` - -.' S. - / %n,i..• (� it S `MAIL. 'Gr L Aj SFi� Urr= SUE 7L _ I 1 }r Y a7 i'1�r- Tlast- si Kelvin Martinez From: Mark Atkins <mark@linetecinc.com> Sent: Thursday,June 16,2016 4:00 PM To: Kelvin Martinez Subject: Hydrant Chart Line-Tec, Inc. Attachments: Sca n011l.pdf Kelvin, Please find the attached Fire Hydrant Pressure Chart for E Dania Beach Blvd completed June 14 & 15. Note: The City of Dania Beach shut off the fire hydrant at 7:45am because the hydrant starting leaking at the base of the hydrant. The pressure data was consistent throughout the test period. Best Regards, Mark Atkins L I N E i-)TE C Line-Tec, Inc, Facebook I Linkedln I Twitter Web: htt //www.linetecinc.ccm ( Email: marl<@linetecinc.com Office: +1 561.279.1032 1 Fax:+1 561.279.1044 "Well done is better than well said." - Benjamin Franklin 1 184.5,1.1 Rreµutcd lire Iluro Jell Lc iodticcd I»'' ;•at1 wl"101111d 18.5.1.5 IVIt srf, Gre kVpnrtna;nl :s roaJ� Arta prot•idcd nigh L,Inl(linq is ploftcial Iluoughuw by au approver(amomahc slriutUer nlecbnsl dividels uuapablc of beilth Clown( by file n}xltaanl., ur 1planl "11Y�le,;uluug 6)c flow s1sJl Iwt be ivy Heil!11)U0};hluf3'•SS wlxle lire ticpaili luH accrsz Iesatls IUIVC haflic c'utuels Of lut_ut Dinbi? Utau )0,000 v?hicici per day. hydrasux sfsail lsc placml on truth 1R.SS33!t, ci..t'i tl• Ii ,•.l "r}• + I xls,.n Ih+t �i�-�of Ili: fuc clepa,lttr_ut scc!'ss Itxsd oil au al eimllll;g I741la, hrrlh rnit s.1,,.• + I,I, ..•b.•: t I at:Ix+11I.rs, jmtii l r .uul ax tlialant;o e37ecitied by '. •. ,.,. i s 5 shudl 6-- nleastucd titi"5t#1°.a, ul.1,ll itnE1.�.,, , -.-i •r.t•n«:• .h11,ll•r1�+ r11r:ss�,la�rll I'11, ililrlr.'lltlCnlly of Lite IMIrlsttrs vas the uFgtust!? .ciltc ul'the fir: se-atEttrt rink Il:sv«4WJj •'lxrr l=sl;vertu:'?t`l.,rnt111 &PII U11.10 tcecwx Its i, 18.J.S3.1" kcytured tier Doty for budtbiW plulvi.Ae i by an apptovwd 18.5.1.6 I ire hydralt(s ilvIl I>- IOcalt it nol nx1ri(Iran 12 It(3 7 n1) autooratic yninUsl up5km Skill nul exc.:rd 2l1(l(1 ynxn(7571 Vmm'i dom the fire egxAralv:nl acc::;,voa(i to)2 hLwuy. 18.5.2 Detached Our- ,md Two-Fuoally Dwelllnmr. Firc ISAA1.5ltetplirccl lu': Brew fus opcit)lstt1,Lmtg sUtst4uC>ataL WC IuA hvilranu ;tall be pruladcd lilt' delachtrl carte• aQ1t! Inca-Irncly proNcit'd ax'ottt;hout by an IWR%V d aitionulic;ptutklcr s)VI,:m 41.111 dwellillp lit-KCurf1mce mill bwlt of at.::folluavL tk m4la ed by'5 p,re._ol %Ah-Te all o►'tim follmtutg eorafilims arc (l l 'rlt,: niamnitim dismrwn to a Urq Wdraltt from the cloven mcl point on dirt bitlltfilrg shall ant me,!d 600 Il(183 m' (Il Th':;1a1cowu cotivplw-i%vidi Itwbitiltfingctxtn, (2) The maximilm Miami, lr_Itvem lira hydt:vnl,s .shall not (_) lit,:sit whire lx urT')•p:I cat Type I CAN ushullnaL excixd 900 I1(244 ilt) (3) 'flie-rtnicutro IS provided mth a Ck1s l Omidl±ipc 4y9cm in A.S.1 Buildings Other than Dr-lached Ono and.1 wo-Frfmlly nccordirww with NFPA la (:lass I slmdpipa .}'slens &C the DwellIngs. Firc In-shams Shall be provided fist buditinS., oflicr ntimual thy41X shill be p_r imtm Own dclached car. inul tst•tt-loin(()•dmc161iSs in accurthunx with (•I) 'f11cINuIWsF lilcfun•L,inmlv�+llw Iwowss w.-.'3 L1hun1 L lot ll li,llu'nil ;. IB.d�.J' t2eyulretl Ilse Flow and �uloirullc Sprinl:lrr System Nice •1?tz Ill.•txmNsnl dislancl, Io a d.re hy(karil Irm) the clowl Demmol.Fur 71 Lltuldirtg utat::u appuv.d Gle),paiklei syakrtk Lite Nice cm dtti building shift[not cx� d den It(12�lit). tiro aUSV(halmiml anti)aslt ft:-spiltll?r sysicln J 11truul Shil am b; (•_s) llle 111alxilmill tliutunce b:lwevit file hydrants .hall noI m1turetl to ta;ad4ul trp:tiu.,r 'lllc mmer slplaly shalt hti asp*k of cxetdd SAO n(152 ul) dehvenrg ate laigr of the imliviAw I dettslnds 18.5.4 IAIlnlnrum Number of Fire llydranls fur Bro Flutt, 18..;REV Hydrsnt.e, 18.5.4.1 TNT milUntunl slulohrl'Of Gee tlydraIaa noed,!J to deliver 18�.1 Fire llwlranl 1,4wa lon-i and Dlstrlbuliurt. Firc lgdi-lilts tlu recluir..d @r,, Ilona tot' n:.,ty biuldukV In wmidam—c wills AUI Ud l)wtulrc! it: !It't(P)dalic iviat .IP I : tin all Iftnk' ti`.h,•n IN , ,e11a11 b tb.t+rnhtr:d in acmrdAw--- vvilh Swion LanllUl �.cat Lxut(h1 lckxn(ed itltu Ilse Iwis(licUcol suJ 1i rllletwiSC I I. prlttrillcd by i t I tar I,, 1 _ 1113.4.2 The a}.%1cgio- fuc atnv calwLi ty tH all fire hyth alit, IRki.I I'Iiv li tit arms shall net tr r,-.xjttirt*ti where (Ire wniy within 1000 f) (305 lit)of dW l+uilcGnk,tlr WUCd cat ttt.uuldatt:N dismbimen sy-,7..tU is wi c spahle of yrotidipi a hre flow of grcah r W ia1 i s t I + anti 1.• - -+,%I oll Lc 11tit Iris Eli at dte rctp1ired lilt (Elan son open(IS9) Luun)ar a r-4diial prtilu't of 2n psi (13I,4 dow dl tennuied to aomrdanat car at-{ :, I kRt) JKS.4.1" The mzvim m dre host' capacity for which a Ore. 185.1.2" Fur II)rU+uru dull caul hx1 sctpwecl it'hc,'c wfAfwakvn ui hydrant still h,:cre(lited%Hall be 1+;spocified hy''t•.,hl • I'c : 1 1 eX(?lUtC11 of ale t41ni9 disUifll111011 V.I011 L�tie HYNl P LIT 11I•,}.tld6U47411 Calhlt:iht`--+exce,Idul aid valw,;sliecified In I.i.I- I; . shall liv aid N-0 be pumitted when local lire &l-p:tmtvenl Operalims Itaw ate 18t1.11Le ptrot�atwts of 1' • t t tine( rtull lid clitntt<1tC ability to rwcurluivx6tc such valm_s as dcierl,uted by av: Iirc thrtfuetlots'tthltn'i•IrrentsoP. .n, , t:+ t Jrpauutl-at TIV dtsl:Imi spy 1 ci to " .dr-•, i'< slaali N Mc.¢Ixol nclutl•d Fire .ii-d ants o mi tit by t�• ; alit( 1•; + ih811 w tnclutizd In the nuruuttLul ttnnrtscr of Qrc hydrant; for firs, ()ow along fir:t;:lluhuctll+leer.%ivvtla ilsa,vruttLatc!hills I a- required by I,, i Table 18.4.5.Li hlininwm Required Pit ,« and Clots Unrillun for Building,; Flrc FI1m Arru nr x 0.0929 Por n,t VIP(,1'Iou 1(143),1(332), (x 3.7$$for Uurnllun 1) 222 ' 11(111),111 211 " !V 211111. , 111 • ULCOUu ,Ill 20U " %'00() • Llmin) (hours) n-22,700 0-12.700 0-32 O 0-59flo 0--y;411) 1560 22,701 30,206 11.701 17,000 8201 10,900 5901 7900 36ul -1800 (750 30,.01 ?8.'()0 17.00! 21,500 10 t-1�,!)+3+� ?901-9300 -1301-610 z0(IQ 38,701-4-4300 21.801-24,200 12.g01-1".ai!n 4801-1200 6201-7700 2M ), d8,301 59.000 2,001 3.1,200 17,101 21,10 12.601 l 5,100 "?01 9,1110 2500 591JO1 7t1,900 33.201 39,700 21,301 1-5,S00 ISAOI 18,100 9,101 11,300 2750 70,901-83'I� 39,701-47,100 25,501-10.100 1&401-?1,90 11,301-13.400 WHO $1.701 97,700 a",101 511,900 30•101 J5?00 21.801 2",N0 I3,-101- 15,600 3230 97,701-I12,700 54,901-63.300 35,201-40,600 '5,901-,'",?n0 15.601-t3.00 3510 3 112,701-123,700 63a01-12,400 40f01,16,400 �9?Ol-z3,5n0 1S.W1 2171.000 3'50 12S.-01 115,960 "2,401 82,100 •16,401 52,500 33.`01 17;9110 20.601 23,100 4000 145,901-16J,200 82.101-92,500 525p1 59.100 17,901-.0,70(1 23,301-26.30n i2Sn 164-)nl-183,1100 92.401-103,100 5q.101-66.000 .12,701-47.700 26..V1-29,300 4500 MAN►N !0 3.70 101.101 11.1,600 66,001 U,300 I?.?01 53,000 39.30 132.600 1750 203.701 225,200 11.1.001 126,700 73,301 81,100 53,001 58,60 2,601 36,000 _�006 225,201-!-17,70 126.701-1,19,400 91.101-99,200 W(W-65,400 t6C0I-39.600 52?0 2471.?01 271.200 139,401 152,600 99,201 97,700 65.10) ?0,600 ?0.601 -0 400 »c0 1?1.201 205.900 152.601 11l6,500 97,"01 106,500 70,601 " .0u11 43,401 47.400 III III Gmalerlban 10r;-501-115.SIbIo 7"!1t11 R3,7n0 4 ,40t-51,504- I6o.500 115,801 12;,500 83,701 !)u,bu0 S1,301 55,700 6250 4 121,501 115,W1 90,601 91.900 55,701 60,200 6500 135,501-IJ5.300 97,901-106,$00 60,201 -64,800 6'S0 W,801 -1%,700 106.9i 1 1-10.100 (i4.801 1',O 60i 1 '000 156.701 161.900 111,201 121.300 60.01 -1,600 "LSO 167 901-17Q.44n I?1.3n 1-129,60r 7d 601-79 R00 7>00 )79401-191.400 1'o,C,fJ1-1 is.VO ?9,R01-RS•100 7750 GtcaNr lluui Gra:11cr thin Grcalcr Wan 81X)0 191,•IUO 135,3,)0 SS,t00 •Typzsacf r:,tmmmarehasticnNfPA:20 as,s<.1.1121;p,o11W9kra) /}�l C_ 7S'/ �GTr►L r 7 11 V?i., L A NGA N Technical Excellence Practical Experience Client Responsiveness 12 September 2019 City of Dania Beach Department of Public Services 1201 Striling Road, Dania Beach, Florida 33004 Re: Water Service Size Estimate Calm Properties-,SP-52-16 601 East Dania Beach Blvd, Dania Beach, FL 33004 Langan Project No.: 330061001 To Whom It May Concern: Please allow this letter and attached calculations to serve as the preliminary water meter size estimate based on the methodology within the AWWA M22 manual 3Id Edition, The estimate is based on a 381 unit apartment building with a ground floor 2,000 square foot retail space. Based on the estimate fixture count, primary use of the building (apartments), and estimate irrigation demand the peak flow rate for the proposed development will be approximately 484 GPM. Based on this flow rate and the AWWA meter standards within the M22 manual the preliminary meter selection shall be a 4-inch compound meter served by a 6-inch water service main. Sincerely, Langan Engineering and Environmental Services, Inc. Michael Carr, P.E., LEED AP Senior Project Manager Anamaris Torres SEP I ; Project Engineer i# i' MPC/LR:mpc/Ir Department] Enclosure(s): Fixture County Summary, AWWA Water Flow per Fixture, AWWA meter Standards FL Cann icate of Aulhotizahon No.6601 \Vangon,com)dawvwAldata0\7300titOOiWrortct DatalD+scokne\Site Ova%AaponsiWater Service MetetQ019'09•12 water Service Letter Oocv 110 East Broward Boulevard Suite 1500 Fort Lauderdale, FL 33301 T: 954.320.2100 F: 954 3202101 www.langon.com Project Calm Properties(SP-52-16) Poject Number 330061001 Type of Occupany Apartment/Condo/Retail Location 601 East Dania Beach Boulevard Fixture or Appliance Fixture Value Number of Fixtures Total Value Toilet(Flush Valve) 24 x = 0.0 Toilet (Flush Tank) 6 x 554 - 3,324.0 Urinal 10 x 1 = 10.0 Bibet 2 x = 0.0 Shower 2.5 x 173 = 432.5 Faucet (Lavatory) 1.5 x 554 = 831.0 Faucet(Kitchen Sink) 1.8 x 381 = 685.8 Faucet(Utility Sink) 4 x 1 = 4.0 Dishwasher 1.3 x 343 = 445.9 Bathtub 8 x 381 = 3,048.0 Clothes Washer 6 x 381 = 2,286.0 Hose Bib 12 x 2 = 24.0 Drinking Fountain 2 x 2 = 4.0 TOTAL 11,095.2 Water Values Referenced from AWWA M22 Manual 3rd Edition Water Flow Demand From Fig-.4.2 or 4.3 from AWWA M22 = 130 GPM Irrigation Demand 305 Sections* x (1.16 ) ** = 353.8 GPM * 100 SF area = 1 Section **Assumes Spray System Total Fixed Demand = 483.8 GPM \\langan.com\data\FTL\data0\330016001\Engineering Data\Site\Utilities\Water\Water Demand Estimate E old ^PI blICC to son Ift , 101 ea *10 r0 e pot 60 40 30 CmryNnnf4 rr,ture rANue 'Kure 4.2 Water-ftow demand Pet fixture value—enlarged scale from Figure 4.1 -x# She{rsxAy Ge�aast `� 4` -.A4pePTi'lltRiR. x: rr D.."* � 14 _._ — 1. _ N9 IfMU tip,rlbn . ....._._.. . ..� - S 8 9 N 9 ►4 ii y3 i Figure 4.3 Water-flow demand;per fixture value AWWA ksnuar xaa 70 SIZING WATER SERVICE LINES AND METERS Table 6-1 AWWA meter standards Change- High- Head Loss at Minimum Low-Normal over Range Normal Maximum Maximum Flow Rate, Flow Rate, (Compound Flow Rate, Flow Rate Flow, Meter gp)n gp)n Meters) gprn gplif psi Positive displacement ys in. 0.25 1 N/A 7.5 15 15 s/a in. 0.25 1 10 20 15 1/4 in. 0.50 2 15 30 15 1 in, 0.75 3 25 50 15 Ph in. 1.50 5 50 100 15 2 in. 2.00 8 80 160 15 Multijet S/a in. 0.25 1 N/A 10 20 15 a/4 in. 0.50 2 15 30 15 1 in. 0.75 3 25 50 15 114 in. 1,50 5 50 100 15 2 in. 2.00 8 80 160 15 Turbine class II 11/x in. N/A 4 N/A 90 120 7 2 in. 4 160 190 7 3in, 8 350 435 7 4in. 15 650 750 7 6 in. 30 1,400 1,600 7 8 in. 50 21400 2,800 7 10 in. 75 3,500 4,200 7 12 in. 120 4,400 5,300 7 16 in. 200 6,500 7,800 7 20 in. 300 10,000 12,000 7 Compound class 11 tin. 0.25 1 13 80 160 15 3 in. 0.50 2 15 175 350 15 4 in. 0.75 3 18 300 600 15 6 in. 1.50 5 20 675 1,350- 15 Bin. 2.00 16 35 900 1,600 15 Fire service,type Il—compound 3 in *see note 2 30 250 350 12 4 in. 4 40 400 700 12 6in. 5 90 900 1,600 12 8 in. 8 150 1,600 2,800 12 10 in. 8 200 2,200 4,400 12 Source.Data are drawn from AW WA Standards C700,C701,C702,C703,C704,C708,C710,012,C713,and C714,latest revision. NIA=not applicable. Minimum flow rate is per the applicable AW WA standard for the bypass meter employed. (Table confinued on)text page.) AW WA Manual M22 September 13,2019 a Re: landscape Plan Review: Calm Properties PZ Log Number: SP-52-16MOD " k Dear Mr.Ripp, The foltowing is a narrative of revisions made to the Landscape Architecture set addressing your comments dated 9/12119 received via e-mail. Comments: 1. The specimen tree formula used on the plans is incorrect.That formula is used to calculate the fee in lieu of replacement for non-specimen canopy that is not being mitigated on site. Please use the specimen tree appraisal formula found in Sec.825-140(C)(2)to calculate the value of specimen trees. a. Trees with poor condition cannot be classified as specimen trees under this formula. 2, Note that specimen trees are not mitigated by canopy mitigation since the specimen appraisal value takes canopy into account. Remove any canopy of specimen trees from the canopy mitigation calculation. Response: Most of the specimen trees to be removed were in poor condition, thus not considered to be specimens. Three specimen trees remained, one of which will remain in its current location and the remaining 2 are now shown to be relocated on site. Tabular data on Sheet L1.00 has been modified to reflect that change. Trees previously identified as 'specimen to be removed' have now been added to the general tree mitigation tabulation also located on Sheet 1-1.00. Plan Sheets L1.01 and L1.02 have been revised to identify additional trees required for the increased mitigation calculation required by the above. Landscape data for Tree Canopy Mitigation Requirement, Trees - Overall Site Requirements and Native Requirements, listed under the landscape requirements table, as well as the plant material meeting code requirements table on Sheet L-2.00 have been revised to address the increased mUQat ion requirements. M . Please feel free to contact me should you have any questions. S E P 17 2J19 William A. Eager,A.S.L.A. President Planning �.'x a ent WILLIAM A. GAGER,A.S.L.A. LANDSCAPE ARCHITECTURE AND PLANNING LAI187 14121 SW 119 AVENUE MIAMI FL 33186 WWW.EGS2.00M (P) 3052742702 (F) 3052742887 v� e September 12, 2019 City of Dania Beach Community Development Department Re: Site Plan Modification SP-52-16MOD Dear Ms. Lajoie, Please find below response to comments. 1. Incomplete information was provided. Further review and comment will be conducted by staff after additional Information Is provided by the applicant. See comments below. 2. APPLICATION: Confirm application was properly completed, signed, and proper application fee was paid. Per Section 635-50 provide the following. (C) Existing zoning of the subject site and adjacent properties. SEE UPDATED SHEET A-0.1 (D)Adjacent land uses and buildings within two hundred (200) feet of the property, including use and ;, dimensioned to property line of subject site; SEE UPDATED SHEET A-0.1 (G) Location sketch of subject property in relation to surrounding area: SEE UPATED SHEET A-0.1 (N) Photometric plan; NEW SHEET PROVIDED PH-01 (P) Conceptual preliminary drainage and grading plans and statement of proposed drainage systems and methods; SEE NEW CIVIL PLANS (Q) Typical trash and garbage disposal and recycling system, including typical enclosure details and the location of each;TRASH ROOM W1 AC ROOM LOCATED AT GROUND LEVEL SEE A-1.00 (S) Location, character, size, height and orientation of proposed signs, including building signage details shown on plan elevations and method of illumination; NOT PART OF SUBMITTAL (W) Type and location of mail receptacles,FRONT LOADED LISPS APPROVED SHEE A-1.00 (Y) The following computations: (7) Pervious and impervious surface area, also expressed as a percentage of the site area; SEE COMPUTATION SHEET A-0.1 SEE TO FLOOR (Z) Traffic circulation and pavement marking plan (may be shown on site plan sheets); (CC) Color site plan elevations and renderings for meeting presentation purposes; PLANS A-2.00- RENDERINGS LOCATED ON SHEET R-1.01 A 2.02 3, Must submit application, application fee, justification statement based on criteria Identified In the LDC, and any other documentation necessary for all Variances, Special Exceptions, Waivers, Design Variations, etc needed for the project at time of Site Plan Submittal. Failure to do so will result In delay of the project. PROVIDED BY JM &Assoc. 4- PLATTING: Provide letter from Broward County identifying whether this property needs to be platted or replatted. REFER TO LETTER PART OF THIS SUBMITTAL 5. SCHOOLS: Obtain a letter from Broward County School Board regarding school impact fees. REFER TO LETTER PART OF THIS SUBMITTAL 6, RIGHT-OF-WAY: Identify If R-O-W dedication is required. Broward County Trafficway Map indicates that this section of E. Dania Beach Boulevard should be 110", therefore a 5'dedication Is needed Provide dedication documents for City Attorney to review prior to recordation. Needed before public hearing. Clearly identity location of south property line on site plan. REFER TO SURVEY PROVIDED ON PACKAGE 7. TRAFFIC STUDY: per Section 605-30(K), a traffic study is required for all development generating in excess of 50 peak hour trips. Provide estimated number of peak trips. NEW TRAFFIC STUDY IS PROVIDED 8, UTILITIES: Identify projected water, sewer and solid waste demand for the project. Must provide documentation from Public Services, or Broward County as applicable, stating capacity is available to meet the projected demands prior to public hearing. REFER TO CIVIL PLANS 9. IMPACT FEES: Impact fees that will be required for the project are attached for reference 10. SIGNS: Provide copy of all signs for compliance review. NOT PART OF THIS SUBMITTAL 11. The proximity to the airport will be required FAAIBCAD review and approval. Contact William Castillo, Airport Planner with Broward County Aviation Department, located at 2200 SW 45 Street, Suite 101, Dania Beach, FL 33315, (954) 359-6100. TO BE PROVIDED BY JM& Assoc. 12. PARKING: Parking count table identifies 648 parking spaces provided; Sheets A-2.00,A-2.01, A-2.02 show a total of 686 parking spaces. Revise accordingly. SHEETS REVISED 13. LOADING: Identify dimension of loading spaces on site plan. REFER TO SHEET A-1.00 FOR LOADING AREA LOCATION AND DIMS 14. USE: The Gateway Mixed-Use zoning district permits 50 dwelling units per acre. Additional density can be earned through incentives. Identify which incentives are being utilized to increase the density on the site plan and illustrate compliance with Article 305. REFER TO SHEET A-0.1 15. ROOFTOP MECHANICAL EQUIPMENT: Must meet regulations in Section 220-60. Identify how equipment will be screened from view, REFER TO ROOF PLAN FOR PARAPET HEIGHTS AND SCREENING OF MECHANICAL EQUIPMENT NOTES 16. COST RECOVERY: per Article 685, cost recovery funds may be utilized for various costs of the city's administrative and outside fee consultants for the processing and review of applications. Per City Attorney's request, please provide $5,000 cost recovery fee with next submittal. The cost recovery money can be returned if not utilized, or additional fees may be requested if addition fees are incurred. TO BE PROVIDED BY JM&Assoc. 17. RAC TRAFFIC IMPACT MITIGATION: Provide a traffic analysis/study, signed and sealed by a certified engineer, identifying the amount of PM peak hour trips so CRA mitigation for traffic impact can be calculated based on resolution No. 2014-049 which established a rate of $21.26 per p.m. peak hour trip. REFER TO TRAFFIC STUDY PROVIDED IN THIS SUBMITTAL 18. Per Resolution No. 2015-071, $1,825.00 per Single Family/Townhouse dwelling, $1,364.00 per Multifamily Dwelling, $1,140.00 per Mobile Home must be paid for Recreation and Open Space Impact Fee at time of building permit issuance. Must pay $434,340.00 ($1,825 X 381 = 434,340) prior to issuance of building permit. TO BE PROVIDED BY JM&Assoc 19, Must provide latest revised set of plans on disk prior to going to public hearing. PROVIDED 20. For the purpose of evaluating flood and roadway conditions and mitigation related to the future development project, all topographic information will include LIDAR spot elevations within 150' of the subject property boundaries. TO BE PROVIDED LATER ON BY SURVEYOR 21. The applicant is encouraged to contact neighbors adjacent to, as well as condominiums and neighborhood associations to advise of this property. Please provide acknowledgement and/or documentation of any public outreach. DOCUMENTATION OF MEETING WITH NEIGHBORS PROVIDED IN THIS SUBMITTAL 22. Applicant must obtain a statement from the City Engineer saying that the traffic study/statement submitted by the applicant is complete and accepted prior to public hearing. AFTER REVIEW. CITY ENG. CAN MAKE AN ASSESMENT AND PROVIDE LETTER 23. Applicant must obtain statement from the City Engineer stating that adequate water supply exists for this project. AFTER REVIEW, CITY ENG. CAN MAKE AN ASSESMENT AND PROVIDE LETTER 24. For all projects resulting in buildout of the site, such that construction staging cannot occur on site, must obtain Staging Plan approval by the Community Development Director prior to issuance of a building permit. The Staging Plan must include, but is not limited to, location of equipment and material during construction. LETTER PROVIDED BY JM &ASSOC. AS PART OF THIS SUBMITTAL 25. For all projects resulting in buildout of the site, such that construction staging cannot occur on site, the applicant must obtain Maintenance of Traffic Plan approval by the City Engineer for period of construction prior to issuance of a building permit. LETTER PROVIDED BY JM&ASSOC AS PART OF THIS SUBMITTAL 26. Please e-mail resolution and legal description, prepared by an attorney, for development approval in word format to claioie andaniabeachfl.gov four(4)weeks prior to public hearing. PROVIDED BY ATTORNEY PART OF SUBMITTAL 27. Must provide mailing list and labels for property owners within 450' of the development site to Community Development, consistent with regulations identified in the City's Code of Ordinances, Chapter 28, Section 610-30. The labels are needed 30 days prior to public hearing, information must be no older than 60 days. The City will prepare and mail the notices. PROVIDED BY JM &Assoc. 28. Applicant must provide the results of a Municipal Lien Search Request from the Finance Department stating that there are not outstanding Code Violations or Liens on the property prior to the item being scheduled for a public hearing. The statement must be no older than 90 days prior to the public hearing date. Per Section 680-40, any properly with outstanding Code Violations or Liens shall not be schedule for public hearing. The form is available on the City's Web site, cost$100 and takes 5 days to process. PROVIDED BY JM &Assoc. 29. Per 0-2017-022, for properties over an acre in size, the applicant must obtain and post property signs in accordance with the NEW City requirements, Please see the end of this document for guidelines. NOTE ADDED TO PLANS TO SHEET A-0.1 30, Correct the Land Use designation in the Zoning Data Summary Comparison Chard to Regional Activity Center (RAC). USE DESIGNATION REVISED, REFER TO SHEET A-0.1 31. Revise Building Setback table to reflect setbacks shown on Sheet A-1.00. • Proposed Front setback pedestal is 32'4" not 42'. • Proposed Side setback (street) pedestal is 35'5" not 54'. • Proposed Side setback (Inside lot) is 63'4" not 70'. • Proposed Side setback (street) is 73'6" not 75', Revise accordingly. SETBACKS REVISED, REFER TO SHEET A-0.1 32. Identify square footage of each unit size to ensure compliance with Section 230-40. UNIT SIZES ARE IDENTIFY ON FLOOR PLANS, REFER TO SHEETS A-2 00 THROUGH A-2.07 33. Per Article 290, identify location and detail of dumpster enclosure. NO DUMPSTER INSTEAD TRASH ROOM WITH A/C LOCATED INSIDE GARAGE. REFER TO SHEET A-1.0 34. The covered car port at front elevation does not meet minimum building setbacks, CAR PORT DELETED 35. Identify how Article 309 is being met. • Provide detail of street furniture. REVISED SHEET A-1.0 • Identify location of street furniture on site plan. REFER TO SHEETA-1.0 • Provide detail and location on site plan of on street parking. NO ON-STREET PARKING PROVIDED Revise accordingly or identify Payment in Lieu will be utilized. 36. Provide west building elevation to ensure compliance with Article 530, ALL ELEVATIONS ARE PART OF THIS SUBMITTAL. 37. Identify slope of ramp in parking garage. REFER TO FLOOR PLANS A-2.00 THROUGG A-2.02 38. Improve Gulfstream Road to rehabilitate the entire roadway width, including resurface, pavement markings, signage, new sidewalk and new right turn lane onto Dania Beach Boulevard and any necessary transitions, per Resolution No. 2017-002.. REFER TO CIVIL PLANS PART OF THIS SUBMITTAL 39. All garage lights to be shielded from residential property to the north so as not to shine on, or in the direction of the neighboring property, Provide details, per Resolution No. 2017-002. LIGHT SPILLAGE TO BE PREVENTED BY LIGHT SHIELD GUARDS. NOTE ADDED TO SHEET A-0.1 40. Provide an eight foot (8') wide by fourteen foot (14') long bus shelter easement on Dania Beach Boulevard commencing 150 feet east of west plat limit and continuing east for fourteen feet (14'), per Broward County Development Review Report, per Resolution No. 2017-002. NOTED ON SITE PLAN SHEET A-1 00 41. Provide a two foot (2') wide by forty foot (40') long paved bus landing pad (8' total expanded sidewalk) on Dania Beach Boulevard commencing 150 feet east of west plat limit & continuing east for forty feet (40'), per Broward County Development Review Report, per Resolution No. 20 f 7-002. NOTED ON SITE PLANS SHEET A-1.00 42. Revise all site plan to show property line consistent with plat and civil plans, per Resolution No. 2017-002. PROPERTY LINE REVISED AS PER CURRENT SURVEY Very truly yours, Carmen T. Diaz, AR 96290 Caymares Martin Architectural & Engineering Design, Inc. September 9, 2019 i Re: Landscape Plan Review: Calm Properties PZ Log Number: SP-52-16MOD i i f" i Dear Mr. Ripp, The following narrative addresses your comments received by e-mail on 9.5.19 to the Landscape drawings. 1. Provide the formula and replacement tree costs used to determine the individual specimen tree appraisal values. Response: Specimen tree appraisal values have been updated based on current listings in Plant Finder Florida. Nurseries, available specifications, cost and value formula have been provided on Sheet L-1.00. 2. Trees 81 & 82 are specimen trees and proposed for removal. Provide a specimen value for these trees and update the total specimen appraisal value. Response: Tree values have been added to the tabular data. 3. Per Sec. 275-190(H)(1), shade trees must be spaced 20' from other shade trees. It appears several proposed shade trees are spaced 16 feet or even shorter distances in certain places. Provide the required 20 foot spacing to give the trees proper room to grow and prevent future conflict. Response: Shade tee spacing has been adjusted to meet the 20'requiremenl. 4. It appears two trees are now proposed directly under the existing canopy of tree 70,This location will not provide suitable space to grow for the proposed trees and will lead to future canopy conflict. Relocate the proposed trees to a more suitable location,while keeping spacing in mind. Response: Trees have been removed from under tree canopy. 5. Sheet 1.00 shows the proposed on-site mitigation value as 14,700 sq. ft. (49 trees) while the "provided" column in the landscape requirements on sheet L-2.00 shows 15,000 sq. ft. (50 trees), Clarify this discrepancy Response: Calculation on L-1.00 was correct and has been adjusted on sheet L-2.00. Please feel free to contact me should you have any questions. William A. Eager,A.S,L,A, President WILLIAM A. EAGER.A.S.L,A. LANDSCAPE ARCHITECTURE AND PLANNING LA1187 14121 SW 119 AVENUE MIAMI FL 331B5 wWw.EGS2.COM (P) 305 274 2702 (F) 305 274 2887 TRAFFIC IMPACT ANALYSIS Sea View at Dania Beach p City of Dania Beach Broward County, Florida Prepared For: Dania Beach Rentals, LLC 3211 Ponce de Leon Boulevard, Suite 301 p Coral Gables, FL 33134 Prepared By. Langan Engineering & Environmental Services, Inc. 15150 NW 79 Court Miami Lakes, FL 33016 FL Certificate of Authtggie*Man J19, 6601 .� •�\CEN& r P.XTAT AF.' PT : - .Ljsense NoP67 sNAL ��1�17111{`�' .Ec'c Schwarz, P.E., LEED AP Principal/Vice President SEP 17 2019 6 September 2019 LANGAN -----�---- 4 330061001 �r J Table of Contents EXECUTIVE SUMMARY ............................................................................................................i INTRODUCTION. .1 ProjectDescription........................................ .........................................................................1 Scopeof Study . ....................................................................................................................1 DESCRIPTION OF EXISTING CONDITIONS............................................ 3 Roads .....................................................................................................................................3 TrafficVolumes.......................................................................................................................3 I Intersection Capacity Analysis (Level of Service) ....................................................................3 PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS.............................................4 FUTURECONDITIONS..............................................................................................................5 BackgroundTraffic...............................................................................................I...................5 Site-Generated Trips................................................................................................... .....6 TripDistribution . ................................................................ .................... ...................... ......6 BuildTraffic Volumes..................................... ........................................................................7 Driveway Volumes.......................................... ................7 ........................................................ ICONCLUSIONS.........................................................................................................................8 i List of Figures Figure 1 - Site Location Aerial Photograph Figure 2 - Intersection Lane Configurations Figure 3 - 2019 Existing Peak-Hour Traffic Volumes Figure 4-2021 No-Build Peak-Hour Traffic Volumes Figure 5- Project Trip Distribution West Parcel Figure 6- Project Traffic Assignment Figure 7 - 2021 Build Peak-Hour Traffic Volumes Figure 8 - Site Driveway Volumes List of Tables Table 1 -2019 Existing Conditions Intersection Capacity Analysis Summary Table 2 - 2021 No-Build Conditions Intersection Capacity Analysis Summary Table 3 - Trip Generation Estimates Table 4-2021 Build Conditions Intersection Capacity Analysis Summary Appendices Appendix A- Figures Appendix B- Site Plan Appendix C - Methodology Letter Appendix D- Traffic, TAZ, Signal Timing Data & FDOT Data Appendix E - Intersection Volume Spreadsheets Appendix F- Intersection Capacity Reports Appendix G -Trip Generation Data A E EXECUTIVE SUMMARY ALangan Engineering & Environmental Services, Inc. was retained by Dania Beach Rentals, LLC to prepare this traffic impact-analysis report for the Sea View at Dania Beach residential development that will be built in Dania Beach, Florida. A 32,348 square-foot retail building occupies the 3.63-acre site on the northwest corner of State Road A1A (East Dania Beach Boulevard) and Gulfstream Road in Dania Beach, Florida. The proposed development comprises 381 high-rise residential units and 2,000 square feet of retail uses expected to be built by 2021. We analyzed the intersection of East Dania Beach Boulevard and Gulfstream Road and found that it will operate at an acceptable level of service in 2021 with the proposed development's impacts. The peak-hour traffic-impact analyses for the build condition (2021 with the project's impacts) yielded the following results: • The stop-controlled approaches of the intersection of East Dania Beach Boulevard and Gulfstream Road are expected to operate at LOS D or better during the morning and afternoon peak hours. • All of the proposed development's driveway connections to public roadways are expected to operate at LOS B or better during the morning and afternoon peak-hour conditions. • The developer plans to construct an exclusive southbound left-turn lane at the intersection of East Dania Beach Boulevard and Gulfstream Road and a northbound left-turn lane at the project's driveway connection to Gulfstream Road. We conducted intersection-capacity analyses for the existing, no build (future without project) and build conditions. The proposed development is expected to generate 112 morning peak-hour and 118 afternoon peak-hour net-new trips. We collected driveway volumes at the site's i driveways to estimate the trip generation of the retail building because only 30% of it is leased.ancy. Although the site should be vested for the entire retail building or the approved site plan, the city required this analysis and account for only the leased portion of the retail building. The site was t approved in 2017 through Plat Number 017-MP-16 with a development program of 12,000 square '! feet of commercial uses and 386 high-rise residential units which generates more traffic than the proposed development. f INTRODUCTION Langan was retained by Dania Beach Rentals, LLC to prepare this impact-analysis report for the Sea View at Dania Beach residential development that will be built in Dania Beach, Florida. A 32,348 square-foot retail building occupies the 3.63-acre site on the northwest corner of East Dania Beach Boulevard and Gulfstream Road in Dania Beach, Florida. The proposed development comprises one high-rise building with 381 residential units and 2,000 square feet of retail uses expected to be built by 2021. The project was approved in 2017 through Plat Number 017-MP- 16 with a development program of 12,000 square feet of commercial uses and 386 high-rise residential units. We analyzed the intersection of East Dania Beach Boulevard and Gulfstream Road during the morning and afternoon peak hours and found that the stop-controlled approaches are expected to operate within their adopted LOS in 2021 with the development's impacts. This report presents the traffic-data and traffic-impact analysis for this proposed development. Project Description The development will be built on one parcel (Folio No. 504235250010). Appendix A contains the figures of this report. Figure 1 illustrates the site location. Appendix B contains a copy of the site plan that shows the proposed development program and location of the development's driveways. The development will construct two driveway connections each to East Dania Beach Boulevard and Gulfstream Road. The two driveway connections to East Dania Beach Boulevard will only allow right-turn ingress and egress The two driveway connections on Gulfstream Road consist of one ingress and one egress driveway, but the egress driveway will not allow exiting vehicles to turn left onto Gulfstream Road. Scope of Study Langan undertook the following steps to prepare this study in accordance with a methodology accepted by City of Dania Beach staff. Appendix C contains a copy of the methodology letter. • Collected morning (7 to 9 AM) and afternoon (4 to 6 PM) peak-hour vehicle turning- movement volumes at the following study intersections- o Dania Beach Boulevard and Gulfstream Road o Dania Beach Boulevard and West Driveway o Dania Beach Boulevard and Mid Driveway o Dania Beach Boulevard and East Driveway o Gulfstream Road and Driveway 1 A • Used adjustment factors from the Florida Department of Transportation (FDOT)to convert the traffic data into peak-season volumes. • Prepared trip-generation estimates for the existing development, based on driveway traffic data collected. • Prepared trip-generation estimates for the proposed development, based on accepted trip-generation rates developed by the Institute of Transportation Engineers (1TE) • Calculated a growth rate for background traffic using FDOT historical data from traffic- count stations near the project. • Developed trip-distribution estimates for the project based on the project location relative to major roadways. • Prepared morning and afternoon peak-hour intersection-capacity analyses for the qfollowing conditions at the study intersections: 2019 existing, 2021 future no-build, and 2021 future build. • Calculated the morning and afternoon peak-hour LOS intersection-capacity analyses of the development's driveways for the 2021 build conditions. q q Q 2 DESCRIPTION OF EXISTING CONDITIONS Langan visited the study area to collect the lane-configuration and traffic-control data shown in Figure 2. Appendix D contains the county's signal-timing data. Roads East Dania Beach Boulevard (SR-A1A) East Dania Beach Boulevard is a four-lane divided, east-west, state-maintained minor urban arterial roadway with a posted speed limit of 40 MPH. East Dania Beach transitions to a six-lane divided roadway west of Gulfstream Road. Gulfstream Road Gulfstream Road is a two-lane undivided, north-south, city-maintained local roadway with a posted speed limit of 30 MPH. Traffic Volumes , , Traffic-volume data was collected on Tuesday, August 27, 2019, from 7 to 9 AM and 4 to 6 PM. FDOT's seasonal adjustment factors were applied to convert the traffic data into peak-season volumes. The peak hour for the study intersection occurred between 7:15 and 8:15 AM and between 4:30 and 5:30 PM. Figure 3 illustrates the existing weekday morning and afternoon n peak-hour traffic volumes. Appendix D contains the traffic data and seasonal-adjustment factors. r� Intersection Capacity Analysis (Level of Service) We conducted 2019 existing-conditions capacity analysis for the study intersection using Synchro software. We found that the stop-controlled approaches of the study intersection operate at LOS D or better during the morning and afternoon peak-hours.Table 1 summarizes the results of the existing-conditions analysis. Appendix E contains intersection-volume tables; Appendix F contains the capacity-analyses worksheets. Capacity analyses for stop-sign controlled intersections are calculated for certain intersection approaches, not for the entire intersection. The stop-sign controlled approaches of stop-sign controlled intersections often exceed their adopted LOS during peak hours because all vehicles must stop and incur a delay before proceeding through the intersection. Capacity analysis provides an indication of the adequacy of intersection and roadway facilities to serve traffic demand. The evaluation criteria used to analyze the study intersections is based on the Highway Capacity Manual 6"' Edition published by the Transportation Research Board. The adopted maximum LOS for intersections and roadways is LOS E. �J 3 Table 1 -2019 Conditions Existing Intersection Capacity Analysis Summary AM Peak Hour PM Peak Hour Location Traffic Control Approach LOS Delay LOS Delay (sec/veil) (sec/veh) y E. Dania Beach Blvd. and Two-way Stop NB A 0.0 D 26.8 �! Gulfstream Road SB B 13.0 C 18.7 ^ PLANNED AND PROGRAMMED ROADWAY IMPROVEMENTS I� We reviewed the Broward County's Metropolitan Planning Organization's 2019 Transportation Improvement Program (2019 through 2024), the county's Long Range Transportation Plan (2040) and the FDOT Five Year Work Program (2019 through 2024) and found that there are no planned roadway improvements near the property that impact the study intersections. The developer plans to construct an exclusive southbound left-turn lane at the intersection, of East Dania 8each Boui�evard and Gulfstream Road and a northbound left-turn lane at the project's driveway connection to Gulfstream Road.Appendix 8 contains a copy of the site plan that shows the proposed roadway improvements. p A 4 FUTURE CONDITIONS This section of the report covers background traffic growth, site-generated trips, trip distribution and future traffic volumes. The project should be completed by the end of 2021. We developed n 2021 no-build traffic volumes by applying a compounded growth rate to the 2019 volumes. Site- generated trips were added to the 2021 no-build traffic volumes to develop 2021 build traffic volumes. Background Traffic We conducted capacity analyses and found the stop-controlled approaches of the study intersection will operate at LOS D or better during the morning and afternoon peak-hours. We �1 used a 0.50 percent annual growth-rate factor to develop future background volumes because 1� MOT historical traffic volumes yielded a negative trend. The growth-rate factor accounts for increased background traffic volumes and was applied to the existing volumes. Figure 4 illustrates the 2021 no-build traffic volumes. Table 2 summarizes the results of the 2021 no-build conditions capacity analysis. Appendix F contains the capacity-analyses worksheets. Table 2- 2021 No Build Conditions Intersection Capacity Analysis Summary AM Peak Hour PM Peak Hour Location Traffic Control Approach LOS Delay LOS Delay (sec/veh} (sec/veh) E. Dania Beach Blvd. and Two i NB A 0.0 D 27_4 Gulf stream Road l Two-way Stop SB B 13.1 C 19.0 tk �l 5 Q Site-Generated Trips The proposed development is expected to generate 112 morning peak-hour and 118 afternoon peak-hour net-new trips.We prepared morning peak-hour and afternoon peak-hour trip estimates for the proposed development using equations from the 10`k Edition of the ITE Trip Generation Manual. We collected driveway volumes at the site's driveway connections to public roadways to estimate the trip generation of the retail building because it is not fully leased. We applied ITE pass-by and internalization rates from the Trip Generation Handbook to determine the net-new trips generated by the proposed development. Table 3 summarizes the trip-generation estimates for the proposed development and accounts for the existing retail building traffic. Appendix G contains the trip-generation data. Table 3 Trip Generation Estimates f � ' w� IIVIQ'r1n etctay l�>ttr .,.. .. ,,.....� y;• � /� �� TOfB�+ #. �i1. dU�� +qt r�..M1 ft 1 Existing Uses- Shopping Center' 32,348 SF 9 3 12 17 7 24 Proposed Uses Multifamily Housing (High-Rise) 381 DU 29 90 119 82 53 135 n Variety Store 2,000 SF 2 1 3 1 5 4 3 7 Total 31 93 124 86 56 142 (Proposed less Existing) Difference 22 90 112 69 49 118 "Based on collected driveway volumes Trip Distribution We estimated the directional distribution of site-generated trips based on the daily traffic volumes from historical data from the FDOT and the surrounding roadway network. We used a directional split of 30 percent (east) and 70 percent (west) to assign project traffic to Dania Beach Boulevard- Ten percent was assigned to Gulfstream Road north of the project driveway. Figure 5 shows the proposed traffic distributions to the study intersection. Figure 6 illustrates the morning and afternoon development-traffic assignments at the study intersection. 6 Build Traffic Volumes We conducted capacity analyses for the study intersection and determined that all the stop- controlled approaches are expected to operate at LOS D or better during the morning and afternoon peak hours for 2021 build conditions. The 2021 build traffic volumes were derived by adding the total site-generated trips to the 2021 no-build traffic volumes. Figure 7 illustrates the 2021 build morning and afternoon peak-hour traffic volumes. Table 4 summarizes the 2021 build LOS for the morning and afternoon peak hours. Table 4 -2021 Build Conditions Intersection Capacity Analysis Summary AM Peak Hour PM'Peak Hour Location Traffic Control Approach LO5 Delay LOS Delay n (sec/veh) (sec/veh) E. Dania Beach Blvd. and NB A 1 Two-wayO.il D 33.6 Gulfstrearn Road Stop SB B 14.4 C 22 1 The developer plans to construct an exclusive southbound left-turn lane at the intersection of East Dania Beach Boulevard to mitigate the project's impacts. Appendix B contains the site that shows the proposed improvements. !4 Driveway Volumes ` We analyzed the development's two proposed project-driveway connections to public roadways for the morning and afternoon peak-hour build conditions and determined that they are expected L to operate LOS B or better. Figure 8 shows the project's driveway volumes;Appendix F contains the capacity-analyses worksheets. The developer plans to construct an exclusive northbound left- turn lane at the project's driveway connection to Gulfstream Road to mitigate their impacts to Gulf stream Road. 4 9 i CONCLUSIONS Langan performed a traffic-impact analysis for the Sea View at Dania Beach residential development that is expected to be completed by 2021. The analysis shows the following results I for the 2021 build conditions: • The stop-controlled approaches of the intersection of East Dania Beach Boulevard and Gulfstream Road are expected to operate at LOS D or better during the morning and afternoon peak hours. • All of the proposed development's driveway connections to public roadways are expected to operate at LOS B or better during the morning and afternoon peak-hour conditions. J • The developer plans to construct an exclusive southbound left-turn lane at the intersection I` of East Dania Beach Boulevard and Gulfstream Road and a northbound left-turn lane at the project's driveway connection to Gulfstream Road. We conclude based on the analysis described above, that the road network can accommodate traffic from the proposed development. \Vangan.com\dataWlAWta0\330061001\Project Data\-Discipline\Traffic\Reports\2019-09-06 601 Dania Beach TIS DRAFT.docx 8 NOUN S E P 17 2919 Planning Department August 27, 2019 Mr. Joseph Milton President J. Milton and Associates 3211 Ponce de Leon Boulevard Coral Gables, FL 33134 Re: Sea View at Dania Lux Rentals Dania Beach, Florida Dear Mr, Milton: Miami Economic Associates, Inc. (MEAI) has performed an analysis to estimate the economic and fiscal benefits that will accrue to the City of Dania Beach as well as several other governmental jurisdictions from the development of the Subject Project at 601 E. Dania Beach Boulevard.' The Subject Project will be comprised of 381 rental apartment units inclusive of 38 efficiencies, 170 one-bedroom units. 147 two-bedroom units and 26 three-bedroom units. The jurisdictions considered in our analysis in addition to the City of Dania Beach were Broward County, the Broward County Public School District, the South Broward Hospital District and the Children's Services Council of Broward County, all of which impact the lives of Dania Beach residents. The purpose of this letter report is to summarize the results of MEAI's analysis. The estimates of economic and fiscal benefits presented in this report were calculated based on the current rates for taxes and fees that are subject to change. Further, economic conditions at the time the proposed project is constructed and/or begins operating may cause the construction costs and levels of market performance to vary from those that we assumed in our analysis Accordingly, the actual fiscal and economic benefits generated by the proposed mixed-use project for the governmental jurisdictions enumerated above may vary from those estimated below. All monetary amounts in this letter are expressed In 2019 Dollars. ' At the location indicated, the Subject Project will be located within the boundaries of the Dania Beach Community Redevelopment District However. the District does not receive lax increment revenues from the City and the County like many such districts in the State of Florida. Rather, it annually receives an ailocalion of funds from the City of Dania Beach's Operating Fund The County provides no funding. Accordingly. MEAT did not separately analyze the fiscal benefits accruing to the District from the Subject Project. Two of lne one-bedroom units are one bedroom with den units 6861 S.W. 891h Terrace Ntiaml, Florida 33156 Tel: 43051 669-0229 Fax: 18661 496-6107 Email: mesinkfbellsouth.net Mr. Joseph Milton President J. Milton and Associates August 27, 2019 Page 2 Key Findings The key findings of the analysis MEAT performed are as follows: Economic Benefits • Throughout the period in which the Subject Project is being developed, 968 jobs will be created, including 643 construction jobs on-site (direct jobs), The remainder of the jobs will either be in businesses that support the construction industry such as building supply and trucking companies (indirect jobs) or in establishments in which the construction workers and the indirect workers spend their earnings (induced jobs). The workers occupying these direct, indirect and induced jobs are projected to earn approximately $12.95 million in wages and salaries throughout the period. • After the development of the Subject Project has been completed, it is expected that 24 workers will be employed on-site annually. They will be involved in project management, leasing and various aspects of property operations and maintenance. An additional 7 indirect and induced workers will also be employed. The earnings of all these workers on an annual basis are expected to exceed $1,86 million annually • MEN estimates that the households living in the 381 rental apartments will spend approximately S6.5 million annually on retail goods and in food and beverage establishments. A substantial portion of these expenditures are likely to occur in Dania Beach and nearly all of them in Broward County. Fiscal Benefits • During the construction period, the City of Dania will collect more than $2,28 million in demolition fees, general building permit fees and impact fees for recreation and open space, administration, police and fire. It will also collect traffic mitigation fees in amount that cannot be estimated at this time due to the fact that sufficient information is not yet available. During the construction period, Broward County will collect approximately $268,180 in transit concurrency and park impact fees while the Broward County Public School District will collect more than $137,000 in school impact fees. • Once the Subject Project is fully developed, the City of Dania Beach will collect more than $631,780 annually in ad valorem taxes including nearly $613,800 for its operating fund. These figures are more than 23 times the amount that the City will collect in the current fiscal year from the present use on the project site. Broward County and the Broward County Public School District will annually collect more than $579,000 and $655.000, respectively, in ad valorem taxes. Those amounts are also 23 times the amount they collected in the current fiscal year. Miami Economic Associates, Inc. 6861 S.W.89th Terrace Miami, Florida 33156 Tel. (305) 669-0229 Fax: (866) 496.6107 Email: meaink@bellsouth.net Mr. Joseph Milton President J. Milton and Associates August 27, 2019 Page 3 The remainder of this letter, which is organized as shown below, provides the full results of our analysis. 4 Section Page Project Description _ 3 Economic Benefits 3 Fiscal Benefits _ 5 Bases of Estimates of Fiscal Benefits 8 Closin -- ------ - - - -- _ 10 Project Description As discussed in the introduction to this letter, the Subject Project, which will be located at 601 E. Dania Beach Boulevard, will be comprised of 381 rental apartment units. Its 38 efficiency units will be comprised of 530 square feet while its 170 one-bedroom units will range in size between 750 and 925 square feet in size and its 147 two-bedroom will range in size between 900 and 1.050 square feet in size. The 26 three-bedroom units will contain 1,150 square feet The developer, J. Milton and Associates, estimates that average rents for all of the units will approximate $2.50 per square foot per month. As such, all of the units would, according to the Florida Housing Finance Corporation, qualify as workforce housing.- i e.. affordable to households with incomes between 120 and 140 percent of Broward's Area Median Income (AMI)_ The AMI for Broward County is currently $68,600. J. Milton and Associates estimates that the Subject Project will cost $95.25 million to construct in terms of "hard costs". The company further estimates that approximately $13.5 million will be expended on "soft costs" including, but not limited to, architectural and engineering fees, other professional fees, building permit and impact fees, project management, marketing, leasing, financing costs and insurance and real estate taxes during the construction period. Accordingly, a total of approximately $108.75 million will be spent to develop the Subject Project. The total investment in the Subject Project will approximate $115.8 million when the amount to acquire its site is included. Economic Benefits The term "economic benefits" relates to the positive impact that the Subject Project will have on the economy of the City of Dania Beach and/or Broward County. The economic benefits that the project will provide will be both non-recurring and recurring in nature, with the former occurring during the construction period, the latter on an annual basis each year after the project has been fully completed. Table 1, below, summarizes the economic benefits that the proposed project will generate. The monetary amounts shown are expressed in 2019 in Constant Dollars. Miami Economic Associates, Inc. 6861 S.W. 89t" Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (866)496.6107 Email: meaink@bellsouth.net Mr. Joseph Milton President J. Milton and Associates August 27, 2019 Page 4 Table 1 Economic Benefits Sea View at Dania Lux Rentals 2019 Constant Dollars Benefits _ Non-recur rin _ �24 _n_- I Jobs Created Direct 643 i Indirect _ _137 3 - induced 188 4 - - Total �---�-- -- — 968 31 E _ Labor Income(Alt workers) $ 12,945,700 $ 1,861,800 Gross Domestic Product Value-added $ 18,684,100 $ 3,453,100 Source:J. Milton and Associates:IMPLAN;GAI Consultants Inc.;Miami Economic Associates, Inc. With respect to Table 1, the following points are noted: • The estimates of job creation, labor income and gross domestic product (or value- added)were formulated using the IMPLAN Input-Output Model which was developed at the University of Minnesota approximately 40 years ago and which has been updated on a continuing basis in the ensuing years. A description of the model may be found in the appendix on page 11 of this report. • The term "direct jobs" refers to jobs on-site. "Indirect jobs" are jobs in industries related to the on-site economic activity while "induced jobs" are jobs in economic sectors across the entirety of the economy in which the direct and indirect workers spend their earnings. Illustratively, during the construction period, the direct jobs would be filled by the on-site construction workers, The indirect workers would include people employed by building supply and trucking firms, among others, that provide goods and services that support the on-site construction activity. The induced workers would include people working in supermarkets and doctors' offices, among other venues, that the direct and indirect workers patronize. • The estimates of non-recurring benefits are based on the project's estimated cost of hard construction, which is expected to approximate $95.25 million. Soft costs were not included since the IMPLAN mode( estimates those expenses and their inclusion in the input would result in double-counting. The benefits shown would be generated throughout the entirely of the development period and are stated 2019 Constant Dollars. • The estimates of recurring benefits are annual amounts expressed in 2019 Constant Dollars for each year after development of the project has been completed. The indirect and induced jobs as well as labor income and gross domestic product were Miami Economic Associates, Inc. 6861 S.W. 89t^Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (866) 496.6107 Email: meaink@bellsouth.net Mr Joseph Milton President J. Milton and Associates August 27, 2019 Page 5 calculated based on J. Milton and Associates estimate that the Subject Project's on- site workforce will be comprised of 24 direct employees. For the purpose of this analysis, MEAT assumed the 381 proposed rental apartment units would operate at a stabilized level of occupancy of 95 percent. We further assumed, based on conventional income underwriting standards, that the average tenant would have an annual income approximating $90,000. On that basis, the aggregate annual income of the Subject Project's residents would approximate $32.6 million and their expenditures on retail goods and in food and beverage establishment would approximate $6.5 million annually, or 20 percent of their aggregate income. Their expenditures will provide support for jobs in retail and food and beverage establishments off-site, with a substantial portion of their expenditures likely occurring within the City of Dania Beach and nearly all of them occurring in Broward County. Fiscal Benefits The term "fiscal benefits" refers to the moneys paid to government in the forms of taxes and fees. These benefits will be both non-recurring and recurring in nature. Table 2, on page 6, summarizes the fiscal benefits that will accrue to the City of Dania Beach. Table 3, on page 7, summarizes the benefits that will accrue to the other jurisdictions enumerated in the introductory paragraph of this report. The manner in which these benefits were calculated is set forth in the section of this report labeled Bases for Estimates of Fiscal Benefits, which begins on page 8. With respect to the information presented in Tables 2 and 3, the following points are noted: After the Subject Project has been developed, each of the jurisdictions/funds will receive ad valorem tax amounts annually that will be more than 23 times greater than the amount that they will receive in FY2019, which is the current fiscal year. • As review of the table shows, there are some fiscal benefits such as traffic mitigation impact fees, utility taxes and franchise fees and water and sewer service charges that cannot be estimated at this time. However, it should be noted the amounts generated by Subject Property in all these instances will either represent new revenue for the City or will be greater than the amount currently being generated by the existing development on the Subject Project's site. Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669.0229 Fax: (866)496.6107 Email: meaink@bellsouth.net Mr. Joseph Milton President J. Milton and Associates August 27, 2019 Page 6 Table 2 Estimate of Fiscal Benefits City of Dania Beach Sea View at Dania Lux Rentals _ 2019 Dollars Jurisdiction Non_ -Recurrin _Recurring _City of Dania Beach Demolition Fees $ 3,300 Building Permit Fees _ $ 1,295,360 Traffic Mitigation Fees Recreation and Open Space Impact Fee $ 519 684 Administration Impact Fee _ $ 98,738 _ Police Impact Fee �$ 113,549 L, — �- --� Flre Impact Fee _ ( $ 240,056 Water and Sewer Connection Fees Certificate of Occupancy/Completion $ 12.954 Ad valorem Taxes �— ' _Operating - $613,780 Debl service X _ —V - $ 18,005 Total ad valorem taxes $631,785 Fire Assessment Fee $ 82.249 Water and Sewer Service ChaMes Franchise Fees and Utility Taxes "Insufficient informalion currently available with which to estimate an amouni. Source. J. Milton and Associales; City of Dania Beach. Dania Beach CRA,- Broward County Properly Appraiser:Miami Economic Associates,Inc. Miami Economic Associates, Inc. 6861 S.W. 8911, 'terrace Miami, Florida 33156 Tell: (305) 669-0229 Fax: (866) 496.6107 Emall: meaink@bellsouth.net Mr, Joseph Milton President J. Milton and Associates August 27, 2019 Page 7 Table 3 Estimate of Fiscal Benefits Other Jurisdictions of Local Government Sea View at Dania Lux Rentals (2019 Dollars) _ Non- Recurring Jurisdiction recurring Broward Counter Transit doncurrency Fees $ 154,074 Park Concurrency Fees $ 114.103 Ad valorem Taxes Countywide Services $ 560.522 Debt Service $ 19,417 Total ad valorem taxes $ 579,939 Broward County Public Schools School impact fees $ 137,541 I Ad valorem Taxes Operating $488,483 Capital Outlay _ $ 153.440 Debt Service $ 13,084 Total Ad valorem Taxes $655.007 South Broward Hospital District _ Ad valorem Taxes 1 31 613 Children's Services Council Ad valorem Taxes_ i $ 47,038 Source. J. Milton and Associates, Broward County. Broward County Property Appraiser; Miami Economic Associates,Inc Miami Economic Associates, Inc. 6861 S.W. 891h Terrace Miami, Florida 33156 Tel; (305) 669-0229 Fax: (866) 496-6107 Email: meaink@bellsouth.net Mr. Joseph Milton President J. Milton and Associates August 27, 2019 Page 8 Bases of Estimates of Fiscal Benefits The paragraphs that follow set forth the bases for the estimates of fiscal benefits in the preceding section of this report. All monetary values are stated in 2019 Dollars. Non-recurring Fiscal Benefits The City of Dania Beach charges demolition fees when an existing structure is removed from a property. The fees are 1.0 percent of total project value. According to the Broward County Property Appraiser, the value of the building that will demolished to make room for the Subject Project is $330,000. Accordingly, a demotion fee in the amount of$3,300 will need to be paid. • The City of Dania Beach will charge building permit fees prior to the construction of the Subject Project. According to the fee schedule posted on the Building Division's website, the fee for buildings costing more than $20 million is 1.4 percent of construction value plus a $90 inspection fee for each discipline (plumbing, electrical, mechanical and structural). Based on an estimated construction cost of $95.25 million, building permit fees in the amount of$1,333,860 will need to be paid. • The City of Dania Beach will charge impact fees for: 1) traffic mitigation since the Subject Project is within the City's Regional Activity Center; 2) Recreation and Open Space; 3) Administration, 4) Police, and 5) Fire. The amount that will need to be paid for traffic mitigation will be based on the number of new PM peak hour trips that the Subject Project will generate Since a traffic analysis is currently in the process of determining that number, the amount of traffic mitigation impact fees that will need to be paid cannot be estimated at this time. Assuming that credit is given for the square footage in the building on-site that will be demolished, the impact fees for administration, police and fire will be based on net new building area which will approximate 617,112 square feet. The impact fee for recreation and open space will be based on the number of units in the Subject Project. Based on the City's current impact fee schedule, the following amounts will need to be paid. o Traffic: Not calculated due to insufficient information o Recreation and Open Space: $519,684 o Administration: $98,738 o Police: $113,549 o Fire: $240,056 • Since the Subject Project is located in the eastern portion of the City of Dania Beach, it will receive its water and sewer service from the City's utility department. The amount that it will need to pay to connect to the City's water and sewer system will be dependent on factors outside of MEAI's competence to estimate including the amount of credits that the Subject Project will receive as a result of the demolition of Miami Economic Associates, Inc. 6861 S.W. 891h Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (866) 496-6107 Email: meaink@bellsouth.net Mr. Joseph Milton President J. Milton and Associates August 27, 2019 Page 9 existing structure on the site of the Subject Project and the number and size of the meters through which service will be provided, • The City of Dania Beach collects certificate of occupancy/completion fees from all new construction projects an amount that equates to 1 percent of the original building permit fee. In this instance, the fee would total$12,954. • All new projects in Dania Beach are required to pay Broward County transit concurrency fees if they are located east of Florida's Turnpike. If they include residential uses, they are also required to pay park impact fees to Broward County and school impact fees to the Broward County Public School District. The following amounts were estimated based on the current fee schedule. o Transit. $154.074 o Parks Concurrency: $114,103 o Schools: $137,541 Recurring Fiscal Benefits The primary recurring fiscal benefit that will be generated by the Subject Project will be ad valorem taxes. Table 4 provides the millage rates that are currently in effect in the jurisdictions within Broward County in which the Subject Project will be located and the amount of ad valorem taxes it would pay annually after it is developed assuming a taxable value of $102.3 million. This taxable value approximately equates to the estimated hard cost to construct the project plus the amount J. Milton and Associates paid to acquire its site. Table 4 Estimated Ad Valorem Taxes by Jurisdiction and Fund _ (2019 Dollars) Proposed Annual Ratel$1000 Ad valorem Entity Taxable Value Taxes City of Dania Beach Operating _ 5.9998 $613,780 Debt Service _ 0.1760 18,005 Broward Count _ --Countvwide Services 5.4792 560,522 Debt Service _ 0.1898 19,417 Broward County Public School District Operating 4,7750 488,483 Capital Outlay _ _ 1.5000 153,450 Debt Service _ _ 0.1279 13,084 South Broward Hos ital District _ 0.1414 14,465 Children's Services Council 0.4882 49,943 Source.J.Milton and Associates:Broward County Propeny Appraiser.Miami Economic Associates,Inc. Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305)669.0229 Fax: (866) 496-6107 Email: mealnk@bellsoutb.net Mr. Joseph Milton President J Milton and Associates August 27, 2019 Page 10 • The City of Dania Beach annually collects a fire assessment fee. Based on comparable properties. MEAT estimates that the fee will total $82,249 annually. • The City of Dania Beach will provide water and sewer services to the Subject Protect. The amount paid for such services will be based on actual usage and depend on the number and size of the meters through which is service is provided. Accordingly, the amount of user charges that the City will receive cannot be definitively estimated at this time- Utility taxes and franchise fees are collected from the providers of water, electric, telecommunication and gas services within the City of Dania Beach based on their revenues, The amount collected as a result the development of the Subject Project will be dependent on the amount of those services that are used by the project's res►dents. Therefore, the amount that will be collected cannot be quantified at this time. Closing The analysis performed by MEAT demonstrates that development of the Subject Project will generate significant economic and fiscal benefits for the City of Dania Beach as well as the other jurisdictions in which it will be located. Sincerely, Andrew Dolkart President Miami Economic Associates, Inc. 6861 S.W. 89th Terrace Miami, Florida 33156 Tel: (305) 669-0229 Fax: (866)496-6107 Email: meaink@bellsouth.net Mr. Joseph Milton President J. Milton and Associates August 27, 2019 Page 11 Appendix Minnesota IMPLAN Input-Output Model The Minnesota IMPLAN Input-Output Model relies on multiplier analysis which quantifies the cumulative effect of dollars inserted into the regional economy. As a dollar moves through the region, it creates additional revenue for linked businesses and/or their employees who also spend that money. More simply, expenditures dispersed by one entity become revenue to another, continuing an economic cycle which ultimately dissipates, bleeding into other regions or areas. Although a number of economic models are available, they work in fundamentally similar ways and center on the same indicators. The Minnesota IMPLAN model was initially created over 35 years ago at the University of Minnesota and has been upgraded on a continuing basis in the ensuing years. The multiplier impacts calculated by the Minnesota IMPLAN model are based on input- output methodology, which explicitly considers the inter-industry linkages that exist within an economy Each industry needs labor and inputs from other industries in order to produce economic output. Whenever an industry experiences an increase in the demand for its output, many other industries within that economy indirectly experience an increase in demand as well because of these inter-industry linkages. This increase in demand that results from the need for material inputs is called the indirect effects. In addition, an increase in production within a region also leads to an increase in household income through the hiring of workers, which in turn generates further demands for goods and services within the region Firms also need to expand their base of physical capital to meet higher levels of demand, and this too stimulates regional economic growth. The latter effects are referred to as induced effects The inter-industry linkages and the induced effects on consumer and capital spending lead to successive rounds of production, and this process results in an increase in output that exceeds the initial change in demand, or a multiplier effect. Similarly, the increase in household income will exceed the initial payroll increase encountered in the industry that experienced the original increase in demand. The total change in employment in the regional economy is a multiple of the direct change in employment. In addition to estimating employment, MEAL also used the Minnesota IMPLAN model to quantify the total earnings or labor income of the direct, indirect and induced workers as well as the total gross domestic product, or value added, that would result from the efforts of the direct, indirect and induced employees. Labor income consists of all forms of employment income including wages and salaries and proprietor income. Gross domestic product (GDP), also known as value-added, is the increased value of a product or service as the result of the economic inputs (labor and capital) expended at a given stage, GDP is the sum of wages and salaries, proprietor income, interest and indirect business taxes. Miami Economic Associates, Inc. 6861 S.W. 891h Terrace Miami, Florida 33156 Tel: (305) 669.0229 Fax: (866) 496-6107 Email: meaink@bellsouth.net Lajoie, Corinne From: Greg Huxman <ghuxman@j-milton.corn> Sent: Friday, September 06, 2019 4:40 PM To: LaFerrier, Marc; Lajoie, Corinne,Joseph Milton; Carmen T. Diaz (carmen@caymartdesign.com);jvazquezgbergersingerman.com Subject: Dania Beach Comments Attachments: CALM Recorded Plat 183-168.pdf; Sea Oaks &J Milton Meeting; 20190710135111751.pdf, RE: City of Dania Beach delinquent water account by Oceans Casino Cruises,Inc; Re:Calm Plat: Broward County School Impact Fee(601-649 E Dania Beach Blvd,); SBBC-2021-2016 Final Dania Beach.pdf Importance: High Corinne, Today you met with Carmen to discuss pending DRC Comments. Below are comments that I have questions and that have already been completed. Comment #4— Platting: The site is already platted as discussed at DRC and you approved. See attached plat Comment #5 —Schools: This is completed. See email from Lisa that no further action is required and it expires May 9, 2022. We did not go over the 386 unit count therefore a new study is not needed per Lisa Comment #7,8,17 —Traffic Study: This will be completed by submittal date Comment #9-- Impact Fees: What do we do with this comment? Per my understanding in another comment impact fees paid for before permitting. Comment #11— FAA: Per our first DRC meeting this was moved to Tier 2 by yourself as we cannot get a new FAA study in time. FAA is currently reviewing Comment #16— Cost Recover: Per the DRC meeting we are waiting to hear back from you as you stated we may not owe any money Comment#21— Neighbors: See attached email regarding the meeting for documentation Comment #27 — Mailing Labels: This is currently being done and I will have it when we submit. I need to speak to you in regards to filling out the form for the labels. 1 Comment #28— Lien Search: This is completed and verified by yourself. See attached email that relates the Lien reprot Please let me know if any further documentation is needed. Thankyou G reg Greg Huxman J Milton and Associates 3211 Ponce De Leon Blvd Suite 301 Coral Gables, FL 33134 0: 305-460-6300 ext. 130 C;305-450-4303 E: ghuxman@.I-milton.com #####################################################################################Note: This message is for the named person's use only. It may contain confidential,proprietary or legally privileged information.No confidentiality or privilege is waived or lost by any mistransmission. If you receive this message in error,please immediately delete it and all copies of it from your system, destroy any hard copies of it and notify the sender. You must not, directly or indirectly,use, disclose, distribute,print, or copy any part of this message if you are not the intended recipient. JOSE MILTON &ASSOCIATES and any of its subsidiaries each reserve the right to monitor all e-mail communications through its networks. Any views expressed in this message are those of the individual sender, except where the message states otherwise and the sender is authorized to state them to be the views of any such entity. ##################################################################################### 2 Lajoie, Corinne From: Sabino, Deborah E. on behalf of LaFerrier, Marc Sent: Wednesday, August 28,2019 2:34 PM To: Lajoie, Corinne Subject: FW:Sea Oaks &J Milton Meeting Just an FYI From: Linda Barber [mailto:linda.barberll03@gmail.com] Sent: Wednesday, August 28, 2019 2:31 PM To: Lewellen, Lori; Odman, Lauren; Brandimarte, Chickie; Harris, Bill; James, Tamara Cc: LaFerrier, Marc Subject: Sea Oaks &J Milton Meeting Mayor Lewellen, Vice Mayor Odman& Commissioners, The Sea Oaks Community met with J Milton& Associates on Tuesday, August 20th regarding the Calm's Project at 601 E Dania Beach Blvd. We came together at the Sea Oaks Clubhouse. Mr. Milton himself conducted the majority of the meeting and answered a lot of questions posed to him by Sea Oaks owners. Everyone from J Milton was professional and caring in their approach to our residents and towards the affects to our community and put their best foot forward as a good neighbor. As everyone is aware,there was nobody in the neighborhood looking forward to a high rise apartment building but Mr. Milton himself has put a lot of folks at ease regarding the process of this project and we feel comfortable that they will continue to communicate with us through the entire process and take care of all issues that arise. Linda Barber President Sea Oaks Condominium 1 AID Tww City of Dania Beach ECEI E �.- 100 W Dania Beach Blvd .11 m �- Dania Beach,FL 33004 954.924-6800 x3401 FAX: 954-922-5619 Municipal Lien Search Request DANIA BEACH it A I1AW IF.WYE If, $100.00 Fee per Lien Search, Processing Time 5 Business Days ALL REQUESTS MUST BE ACCOMPANIED BY A CHECK WITH THE APPROPRIATE FEE FOR EACH INDIVIDUAL TAX FOLIO NUMBER. COMPLETED REQUESTS WILL BE RETURNED VIA FAX OR EMAIL.PLEASE SEND A SELF ADDRESSED STAMPED ENVELOPE IF YOU WISH I TO RECEIVE THE ORIGINAL COPY OF A SEARCH,UPDATES CAN BE PROVIDED BY FAX OR EMAIL IF REQUESTED AT LEAST 24 HOURS BEFORE CLOSING. PLEASE PROVIDE THE FOLLOWING INFORMATION: J��, DATE REQUESTED: qe 17, '6 ZQIl FROM: -a --� U G i PHONE: FAX: +' EMAIL: Q}1t1t1i1y1 PROPERTY FOLIO 25 210 PROPERTY ADDRESS: bl - 01 O,,i;h I" B1141 AlI-fl ArAd,. Q .31011 SF,LLER'S NAME: �//A CITY OF DANIA BEACH WILL COMPLETE THE FOLLOWING INFORMATION: UTILITY ACCOUNT INFORMATION: ❑ THIS PROPERTY IS NOT SERVICED BY CITY OF DANIA BEACH WATER UTILITY.THE PROPERTY MAY BE SERVICED BY BROWARD COUNTY,THE CITY OF FORT LAUDERDALE OR THE CITY OF HOLLYWOOD. d ❑ THIS PROPERTY IS SERVICED BY A MASTER WATER METER.PLEASE CONTACT THE ASSOCIATION FOR ADDITIONAL INFORMATION, ACCT. #: F� ^C (3 AMOUNT DUE: $ DEPOSIT:$ ACCOUNT CURRENT (Y)VNO ACCT:irt: rjogg , ,� AMOUNT DUE;$yam DEPOSIT: $ ACCOUNT CURRENT{ YON ACCT,,ff: _pgRpy—(OOEj AMOUNT DUE:$ DEPOSIT;$ 0 ACCOUNT CURRENT(Y4N0 ADDITIONAL INFORMATION: 4 i OTHER BALANCESIACCOUNTS DUE: ❑ CODE VIOLATION;CASE# CONTACT CODE ENFORCEMENT @ 064.024.6810 9OPEN BUILDING PERMITS MAY rzXfSl ON THIS PROPERTY.CONTACT BUILDING&ZONING @ 954.924.6009 or 964.924.8800 x3633 A BUSINESS TAX RECEIPT MAY BE REQUIRED FOR THIS PROPERTY.CONTACT THE BUSINESS TAX DIV.254.924.6800 0401 ❑ OTHER AMOUNTSOUEIPENDfNG. + I PROPERTY AS REFERENCED IS CLEAR OF LIENS PLACED BY THE CITY OF DANIA BEACH: (Y+Np ❑ PLEASE SEE ATTACHED LIEN CALCULATION(S) SPECIAL ASSESSMENTS ARE ON TAX BILLS FROM THE COUNTY. DISCLAIMER OF LIABILITY;THE PERFORMANCE OF THE LIEN SEARCH BY THE CITY OF DANIA BEACH WILL NOT RELIEVE THE REQUESTING PARTY FROM THE RESPONSIBILITY OF SEARCHING THE PUBLIC RECORDS OF BROWARD COUNTY,FOR ANY AND ALL LIENS OR OTHER DOCUMENTS RECORDED IIY THE CITY OF DANIA BEACH AGAINST THE PROPERTY ANOJOR PROPERTY OWNER.THE FOREGOING INFORMATION IS BELIEVED TO BE RELIABLE.BUT IS NOT GUARANTEED AS TO ACCURACY OR COMPLETENESS BY THE CITY OF DAMA BEACH IN NO EVENT SHALL THE CITY OF DANIA BEACH BE LIABLE FOR ANY DIRECT,INDIRECT,INCIDENTAL,CONSEQUENTIAL,SPECIAL OR EXEMPLARY DAMAGES,OF ANY KIND OF NATURE WHATSOEVER.ARISING OUT OF,OR IN CONNNTION WTH THE PROVISION OF THIS INFORMATION,THIS INFO MAT ON IS SUDJECT TO CtIA GE WIT LIT PREPARED BY, DATE: Cj Q 6 Lion Sonrch Form,FDT Revlsed 9.5-15 E•MAILED 0 FAXLO ❑ MAILED 1 Feb. 26, 7010 10:UAM Cil. f Dania Beach Aft 25. 2015 12.1BPf6 City of-Valli deicn M%of Dola Beach AWTA Noah,M3304 4 FEB 2 8 2018 ..,� WaaMIN XMI f'1t om PoR per tsqn 4emv4 Proawel"grm 5 sk"In s*a ALLUMMM =M"LL WT=WMA�NK��bWlf� 1M1/VM �1� G 1 ATLIA1EHCU+E8 I T1An°t��t�:_,,.� • FROG; ��ll�j{fL/�s� �'>�f; - r��. rr�..�w�w� � - ram■r•i��r�r+� _ - - -- fI'rtro>saarq�r�rMrwat watt'ar�x�wAr�.unctzr.� ��►q� o��roruyw�o coUHtY,�gNW�'ra r�'uult�oa'rH�ot7Yextrotaw4�aD. . 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At$aa��.,,,, '� tr- if y '•�iil": !ei 74l f;Ts� ��Cc t� J < i c,.t j,. �� 'a ,A �33' cfr,r � r { tNfrv/{r �rY � 1S r:'ir ` t`+'• .¢ tisT �•fi , , r r' 'La{ YU � Y 1�l�ti?u,'�,•, 7 ��4�.,1:.�y SJ�'' },+�t'ytdi 7�e "+!�r ?' �{�• n�',{�sF�',,1��,� f r -r� 11 a'� �! 7' r .{y r. t. }&�� #'L A a. k�lt� �i� lr �� .•tk\1r ff t '}:•"}k�\` "��j,L�lit�,4l+X\a' t s1 i!(r ! s'r 7 � _y 4 s 4�I r,+�.1 f -Ys�s c+ 1 rat., 2-23-20{p 14;52 FROII- 3054125612 T-444 P.001/001 F-940 t PERMIT INFORMATION REQUEST FORM City Crf Dania Beach No. 100 West Dania Beach Boulevard Danis Beach,Florida 38004 (954)924-6805 X3633 IMPORTANT NOTICE —To berter respond to your request, we ask than you complete this form carefully and elther print and mall to the address above or enroll to cdtpmptsl.dania-beach.fl.us. she requesting party assumes all responsihllity for the accuracy and completeness of the property description information provided to the Chy,Triduding the folio number,property address, and legal desulption. Note that folio numbers can have more than one correspori 3ingaddress,and all relevant addresses must be listed. (Please print clearly) 1 DATE: d r ixs!/! FROM•CONTACT NAME, FLQRJDA LIEN SF_ARCH,INC j Address: 10301 SW 107 ST MIAMI,FL 33176 To: Building Dh Won EntoU• FA91AN@FLORIDALIENSEARCH.COM 100 West Dania Beach Blvd. Telephone; (305)274-BB12 Dania Reach FL 530(A Fax: (305)274-5913 FAX TO:(954)Dn-2897 PLEASE PROVIDE THE FOt1,OWING INFORMATION: FOLIO NUMBER(FAX ID)or . . 1 0 V) 3 1900 LBGAL OESCRIPTI dN ® ILDT,I7�n aWIDfVWDN) �f 5 V17l -5- PROPOMADilfil:BS CURRENT OWNER or BUSINESS NAME G red �/4 i°�1iCsZZ G PLtIMECHECKALLT iATAPPLY: NO OPEN PERMITS FOUND OPEN Permit Information X *ALL Permit Information X *COPIES of specific Permit,Inspevtion and/or Plan data for a specific lotatlon Describe: REQUESI'TO BE: EMAILED(Data size Ihnits) X PICKED UP FEB; 7 Zd fYlAllJ~D LISPS (Postage rates apply) 6y; •Varfffvd by 1*vftnk Databaw as 02001,lnfvmtpt ton pr1a'to 22MJ WM rwlVlrr a dapo sft}br addldana/r�eurtir doperrdhsg an Il the rompAadtyof timmqu6m I r Duplication of Records. 'Tire Ctty shah collect the actual cost for reproducing records conslsternwlth Chaptkr ii9,rtvrida statutes Bask fees for duplceHan of public rect rdo ore as follows; 5.z5 cents each one sided sheet up to 8-S"x W/$.20 each two sided sheet up to 83' x 141/Certtf{ed opines S10f1 per sheaf. Copies of Bulldhie Pbos are ha"d,on the ectuel curt Infyrred for rwredunttpn end'WiIL'eaLlra a deposlt to ooverttlls cps Capim rude to CD[DVP are$1,00 each. If the nature orvolume o1 public records requested to be Inspected, exnmined or copied requires extensive use of 4formatfon technology resources fir wilnsh* derlcar ar supesv zed assistance by pertonnel,eddldanol charges for research time may be appiled f 30 minutes or tan Bar). Ii 4 i 2017 roll details -Real Estate count at 601 ,E DANIA BEACH BL'VL 'axSys-Brow— Page 1 of 2 BMMARD -a C U TY b R ..I _ v "YlC N:.. .a!E1 �. .:r I ).?i[1?,"1;.._ .. -.! ii(k)- f•if. f .1 ATTENTION TAXPAYERS;Pis ato be edvlmdot ila 1,104RE0UNDASLE procosainp lees for on 6nuna croda or dab,card Irane.adlona.Crvdh Arid Dobh card treniAtOna will ba thartiad 2.851A of the full payment amount W.16 mkllmum fN}.You w16 be Lhavmand asked to appmva Ro w*uni 0f myoanvonl mce ha bafom 0om0tedn0 your paymonl and chockoul procota.There It NO FEE f6r mahlna payment by Ina sCh►Ok payment option. I Local Bt stne5$ Tax NotlVD: LOW Audnost Tax dollnquen;y Fall—hovvbttnmalladID bwhoLaas with unpaid tills for renewal d!tho OuLlnew Tax Reealpt. DolnquorH renowal aetancoa can bd paid from this wobAl(a xy a)211 Walnotsoa-hOtmyw,R your 6011qu spry notice Id6nUl6e Ines you must nrat pro,ndo proof of wrront Carlincalte or awrnosa Uunsas you cann0l mnow oruno. Soemh your autkloaa Tax 6Wounl by ua2n0 Me Qu dnolt Tax Ftxdpt number ahawn on your d6tlnquonoy r1a06o�N you Boo a 0rvon Tay Rocelpfa'Ifnk You ban mnew online. H you uo not sea the 0nk l6 Pay Rooelpta•you mvcl pro,AdewrmNCo&fkaloorUunaodir"to our vinw.Owsilwa:wnS9dbu■In►ssw(QbrwVard.m4 2017 Roll Delalls—Real Estata Account At 601 E DANIA BEACH BLVD Pan Y R6af.Erlu10 A000unl M504230b"262 Parca dvtaxa Lalestbilf JJ Full hilt ntawry 2017 2016 2016 • 2014 ... 2004 i PAID PAID PAID PAID PAID PAID 2ota-oi,23 3105,436.70 Rtcalpl MWW IT- 00I09430 Prins Rome!1• Ownac CAUA PAOPCRnES LLC 50 S POINTY DR APT 1406 NIAMI BEACH,FL 3313a-7 0 Sltua:00i E OANv%OFACH SLVO ! Account number.664236-00-0257 AINMAN Koyl 5311885 I' MIIIApo code:0413 1 MIIILV*Call, 10.37010 Aaaesttd value;4,183,780 SCh001 ueesn6 Veta4i 4,103.760 i Ola.P.P.Ry APpra w 2017 Annual bill Via. t' Ad vtloram:$01.077116 Non-ad Ydonm:428 S10A8 T0tal O)IC"flUbta; 107585.60 I No Dheount NAVA:O.Do i ToW Cax: I Legal desufpllon 35-50-42 POB or 5LI/l Or wwi/4 OF 01/4 DLSC As 1"0I,,CO>N AT SC COR OF 601/4 or imi/4 Or 3tm.xur WILY 25,lmy 26J1 70 If S/k/1. Lw ONiIA scat ELVO t Po0,C0lI^111,y 250.65, HLY 60.2 H/t. TO 14/L OV SAIP SCl/4 Or a NHI/4 ut 3NI/i,sr.T 250.0%TO it 11/%C/L OF QANIA 6CII aLVO,CLY 640.45 TO Poi t Mips;//broward,county-taxes.com/public/real—estate/parcel s/504235-00-0252 2/23/2018 t 1 f 601-649 D DANIA BEACH L ILEVARD Page.1 of 2 I MARTY KIAR BR4)WARD C O U N T Y Site Address 601-649 E DANIA BEACH BOULEVARD,DANIA BEACH FL ID it 5042 35 00 0252 33004 MIllage 0413 Property Owner CALM PROPERTIES LLC Use 11 Mailing Address 60 S POINTE DR APT 1405 MIAMI BEACH FL 33139.4783 Abbreviated 35-60.42 FOR OF SE114 OF NW114 OF SW114 DESC AS FOL,COMM AT SE COR OF Legal SE1/4 OF NW1/4 OF SW114,13UN WLY 25,NLY 76.34 TO N R/W/L OF DANIA BCH BLVD 8 Descrlption P08,CONT NLY 250.05,WILY 840,2 M/L TO W/L OF SAID SE114 OF NW1/4 OF SWt/4,SLY 250.05 TO N R/W/L OF DANIA BCH BLVD,FLY 640,25 TO POB The Just values displayed below were not In compliance with Sec.193.011, Pin. Stet.,and Include a roduc0oh for costs of sale and oth4w adjustments required by Sac.193.011(8). Property Aesessment Values Click here to see 2017 Exemptlons and Taxable Values as reflected on the Nov.1,2017'tax bill. Year Lend Bulidfng I Just/Market Aasessad/ Tax Improvement Value SOH Value 2019 $1,180,410 $3,023,370 $4,183,780 $4,183,780 2017 $1,160,410 $3.023,370 $4,183,780 $4,1B3,780 *107,588.66 2016 $1,160,410 $1,703,300 $2,863,710 $2,731,060 $78,298.13 2018 Exemptions and Taxable Values by Taxing Authority County School Board Municipal Independent Just Value $4,183,780 $4,183,780 $4,163.780 $4,183,780 Portability 0 0 0 0 Asssssad/60H $4,183,780 $4,183,780 $4,183,780 $4,183,700 Homestead 0 0 0 0 Add.Homestead 0 0 0 0 W7dfVet10ls 0 0 0 0 Senior 0 0 0 0 j Exempt Type 0 0 0 0 Taxable $4,183.780 $4,183,780 $4,183,780 $4.183,780 Sales History Land Calculations Data Type Price Book/Page or CIN Price Factor Type 1/8/2016 WO-Q $5.200.000 11345BB59 $7.26 159,867 SF 411/1990 SWD $514,500 171931764 $7.26 400 OA F-1 I Ad),Wdg.S.F.(Card, Skelch) 35348 Eff./Aoc Year Built:1975/1974 Special Assessments Fire Garb Light Drain Impr Safe Storm Clean Mlsc 04 D S C 36348 199 i htip;l/www,bcpa.net/RecInfo.asp?IJRL_Folio=504235000252 2/23/2018 I+� I: t i 1 Statutes&Constitution :View Statutes: OnJine Sunshine Page 1 of l Select Year: 2018 v —GO] The'20x8 Florida Statutes Title XI Chapter 180 View Entire Chapter MUNICIPALITIES MUNICIPAL PUBLIC WORKS 180.135 Utility services; refusal or discontinuance of services for nonpayment of service charges by former occupant of rental unit prohibited; unpaid service charges of former occupant not to be basis for lien against rental property, exception.— (1)(a) Any other provision of law to the contrary notwithstanding, no mun)cipaiity may refuse services or discontinue utility, water,or sewer services to the owner of any rental unit or to a tenant or prospective tenant of such rental unit for nonpayment of service charges incurred by a former occupant of the rental unit,any.such unpaid service charges incurred by a former occupant will not be the basis for any lien against the rental property or legal action against the present tenant or owner to recover such charges except to the extent that the present tenant or owner has benefited directly from the service provided to the former occupant. (b) This section applies only if the former occupant of the rental unit contracted for such services y with the municipality or if the municipality provided services with knowledge of the former occupant's name and the period the occupant was provided the services. (2) The provisions of this sectlon may not be waived through any contractual arrangement between a municipality and a landlord whereby the landlord agrees to be responsible for a tenant's or future tenant's payment of service charges. (3) Any other provision of law to the contrary notwithstanding, any municipality may adopt an ordinance authorizing the municipality to withdraw and expend any security deposit collected by the municipality from any occupant or tenant for the provision of utility, water, or sewer services for the I nonpayment of service charges by the occupant or tenant. (4) In any case where a tenant subject to part 1)of chapter 83 does not make payment for service charges to a municipality for the provision of utility, water, or sewer services, the landlord may thereupon commence eviction proceedings, Nothing in this section shall be construed to prohibit a municipality from discontinuing service to a tenant who Is-in arrears 30 days or more,or as.required by bond covenant. F History--s. i,ch.84.292;s. f,ch.88.332;s.1,ch.89.272. Copyright Q 1995-2019 The Florida Le lslature•Privacy Statement Contact Us �. B `/ - I i r ) http://www.leg.state.ft.iis/statutes/index,cfin?App_mode=D isplay_Statu to&Seal-eb_string=... 7/9/2019 Statutes& Constitution:View Statutes : Online Sunshine Page 1 of 1 Select Year: 2018 v Go I The 2018 Florida Statutes ' Title XI Chapter 125 View Entire l COUNTY ORGANIZATION AND INTERGOVERNMENTAL COUNTY Chanter RELATIONS GOVERNMENT 125,485 Utility services; nonpayment of charges by former occupant of rental unit; county action (imited.—Any other provision of law to the contrary notwithstanding, no county may refuse services, or discontinue utitity,water, sewer,or wastewater reuse services, to the owner_of any rental unit, or to a tenant or prospective tenant of such rental unit, for nonpayment of service charges incurred by a former occupant of-the rental unit; and any such unpaid service charges incurred by a former occupant shall not be the basis for any lien against the rental property except to the extent that the present tenant or owner has benefited directly from the service provided to the former occupant, This section applies only when the former occupant of the rental unit contracted for such services with the county. History.—s.1,ch.85.96;s. 18,ch,87.224;s.2,ch.93.51;s.10,ch.97.95. j Copyright m•1995.2019 The Florida Legislature• Privacy Statement•Contact Us - a i http-,//www,(eg.state,p.us/statutes/index-cfrn?App_Mode=Display_Statute&•Searoh_Stri ag=..: 7/9/2019 Transaction Statement Service Address 647 E DANIA BEACH BLVD Dania Beach, FL 33004 t I Mailing Address ! OCEANS CASINO CRUISES INC. c/o Danians Corp PO BOX 606 Account Number Amount Due DANIA BEACH, FL 33004 508804-002 $4,138.80 } Account,Number From-Through Servlces 508804-002 1/1/1900-5/11/2012 Water and Sewer Service Address Meter Base I 647 E DANIA BEACH BLVD Bacl<fiow Dania Beach, FL 33004 Beginning Balance $0.00 Date Type Amount Running Balance Description 09/26/2000 Adjustment ($30.74) ($30.74) 09/26/2000 Adjustment $181.15 $150.41 01/10/2005 Payment ($150.41) $0,00 Other 01/14/2005 Penalty $1.25 $1.25 I 01/14/2005 Bill $132.51 $133.76 Due Date 02/03/2005 02/06/2005 Penalty $1.10 $134.86 02/07/2005 Payment ($132.51) $2.35 Other 02Ji 1/2005 Bill $150,41 $152,76 Due Date 03/03/2005 03/07/2005 Penalty $1,25 $154.01 03/08/2005 Payment ($150,41) $3.60 Other 03/11/2005 BIII $105.64 $109,24 Due Dale 03/31/2005 I 03/29/2005 Payment ($105.64) $3.60 Other 04/15/2005 Bill $169.08 $172.68 Due Dale 05/05/2005 05/08/2005 Penally $1,41 $174.09 05/10/2005 Payment ($172.68) $1.41 Other 05/13/2005 8111 $96.00 $97.41 Due Date 06/02/2005 4 06/05/2005 Penalty $0.80 $98.21 ? 06/06/2005 Payment ($96.00) $2.21 Other 06/10/2005 Bill $96.00 $98.21 Due Date 06/30/2005 j 07/02/2005 Penally $0.80 $99.01 i Transaction Statement I BERGER SINGER-MAN Javier L.Vazquez (305)714-4378 ivazquez®bergersingennan.00m July 5,2019 HAND DELIVERED Marc LaFerrier,Director Community Development City of Dania Beach 100 w.Dania Beach Blvd. Dania Beach,Fl. 33004 Re: Letter of Intent—601 E.Dania Beach Blvd. JUL 2019 Folio##504235250010 Dear Mr.LaFerrier, The undersigned is legal counsel to Joseph Milton and Dania Beach Rentals, LLC, the owners of property located at 601 E.Dania Beach Blvd. in the City of Dania Beach(the "Property"). Please accept this as our formal Letter of Intent for our request to modify a previously approved site plan, approved pursuant to Resolution#2017-002,passed and adopted by the Dania Beach City Commission on February 14, 2017, a copy of which is attached hereto. The subject property, which consists of 4.55 gross acres, is zoned Gateway Mixed-Use(GTWY-MU). The proposed site plan calls for 381 rental apartment units consisting of 26-3B units, 147-2B units, 170-1B units and 38 efficiencies. Although the unit count is slightly higher than the originally approved 360 apartment units, the proposed total gross floor area is now 650,460 SF, reduced from the originally approved 665,100 SF. The proposed FAR is also down from 4.24 to 4.06. The approved building height, which called for 14 stories/ 150 feet has also been reduced to 13 stories/ 137 feet. It is important to note there are no variances being requested for any of the Code required regulations, including but not limited to parking and setbacks. The applicant has worked closely with Planning and Zoning staff and looks forward to reaching out to the immediately affected neighbors to assure a seamless process that includes the community involvement. For all of the aforementioned reasons, we respectfully request your favorable review and support of the Application. We respectfully request to be placed on the July 25, 2019 agenda of the Design Review Committee ("DRC"). Should you have any questions or require additional information, please feel free to call me. Respectfully submitted, Javier L.Vazquez,Esq. 9181704-1 1450 Brickell Avenue ( Suite 1900 ( Miami. Florida 33131-3453 t: 305-755-9500 1 /: 305-714-4340 1 WWW.BERGERSINGERMAN.COM City k. 0, a Beach, Florida Department of Community Development Planning and Zoning Division (954) 924-6805 X3643 DANIA BEACH (954) 922-2687 Fax SFc If Wff LCYF if ECEI VE Standard Development Application El Administrative Variance JUL ❑ Land Use Amendment ❑ Plat ❑ ezoning Date Rec'd: L'�1 Site Plan ❑ Special Exception Petition No.: ❑ Variance ❑ Other: (SEEAPP1IG4TIONTYPESCHEDULEONPAGES3&4) THIS APPLICATION WILL NOT BE ACCEPTED UNTIL IT IS COMPLETE AND SUBMITTED WITH ALL NECESARRY DOCUMENTS. Refer to the application type at the top of this form and "Required Documentation"checklist to determine the supplemental documents required with each application. For after the fact applications, the responsible contractor of record shall be present at the board hearing. Their failure to attend may impact upon the disposition of your application. As always, the applicant or their authorized legal agent must be present at all meetings. All projects must also obtain a building permit from the City Building Division. For more information please reference the Dania Beach Land Development Code Part 6, Development Review Procedures and Requirements. Location Address: (k 1 1_ D1N) L RtA"11 GLVD, 14A I A M1t` 4 FL 33469 Lot(s): Block: Subdivision: Recorded Plat Name: 0 U: IV) -- I �M Folio Number(s): 51 Z3J2.5b0(n Legal Description: I(P }�11 Applicant/Consultant/(egal Representative rcle one) 3MIEVI Address of Applicant: 1950 Rp,I&-t-Lj- ix\\jf -4 1 0 60 �� ` ti�� F L 3313) Business Telephone: 114-431,6 Home: Fax: E-mail address: NIAZ�LEZ-C~' Name of Property Owner: t�1� 2WIA LLL Address of Property Owner: 3,Lt P0NCZ Dt UE.ON WID,eUOI�MAC C,�lBC. FL 33►34 Business Telephone: (30 1*431,Y Home: Fax: Explanation of Request: S t`TV4V �A G0 D� For Plats please provide proposed Plat Name for Variances please attach Criteria Statement as per Section 625.40 of the Land Development Code. Prop. Net Acreage: _ Gross Acreage: Prqp. Square Footage: • 31'j_7W Existing Use: 1 � �Lf 1"�-- Proposed Use: al]1 L l or a Updated 02/2057 Is property owned individually, by a corporation, association, or a joint venture? AUTHORIZED REPRESENTATIVE I/we are fully aware of the request being made to the City of Dania Beach. If I/We are unable to be present, I/we hereby authorize JavlerVuque: (individual/firm) to represent me/us in all matters related to this application. I/we hereby acknowledge that the applicable fee was established to offset administrative costs and is not refundable, I/we are fully aware that all approvals automatically expire within 12 months of City of Dania Beach Planning and Zoning Board or City Commission approval, or pursuant to the expiration timeframe listed in Part 6 of the Dania Beach Land Dewetppmgnt Code. STATE OF FLORIDA COUNTY OF BROWARD By: The foregoing instrument (Owner/ Agent tore*) was acknowledged BEFORE ME THIS 2-yad DAY OF 20—Le-- By: Le-(,'I 9L')�J (Print name of person acknowledging) (Joint owner signature if applicable) Notary (Signature of Notary Public—State of Obi ) SUSANAv,DELGA00 ° ,��t+ W COMMISSION#FFF%7907 EXPIRES:MAR 06.2020 bonded through SSI Slate k�surance Personally known _or Produced Identification Type of identification produced: or Drivers License *If joint ownership, both parties must sign. If partnership, corporation or association, an authorized officer must sign on behalf of the group. A notarized letter of authorization from the owner of record must accompany the application if an authorized agent signs for the owner(s). NO APPLICATION WILL BEAUTOMATICALL YSCHEDULED FOR A MEETING. ALL APPLICATIONS MUST BE DETERMINED COMPLETE BYSTAFF BEFORE PROCESSING OCCURS. 2of4 Updated 0MO V SEA VIEW AT DANIA -...� I i.,s I(rSir) -tvCfS 601 OANIA BEACH BOULEVARD J MI�TON PLANNING AND ZONING SUBMITTAL ` • �� SW—bn 120,2W9 r mow W UN 7*1 plannIng W N1 j c � pr.t �u z�� J M]L70rN --- aMCIq�C7 LANIIiiCJJ+E NiCtIf16C1' CT FTf;A:'[ICENC+NCENING OWE OF MURK Fm arm TUN INRFK Ir3T CV OkUMNIC11 c.4+r�lrrr.rmrref+� +.'r.a r. •n,�+.awr ++ne .••�sur.+ JACRAPIUTION 143 11940LWICWO�2017.002 •r N'wiMi t'0/<a��=w.+FrNnL1W ++[ r�'X—C�n'u3'4 a •1wn �J6nia C0•n r%\ uWr.Mr Nw• ++.mnN a•.w.0 r+.. n a AM1M'rKlv7 6 iPN 1GMIXlrF- n4+rKy •++IrMlM 'a�h'� K•M1V�OI'+Wd'..w+'�.Gr) r+V+.q•r+ •vt 1++•+aOM CN�rr.ntrra++M �_ V A[•+I4a++la••"r:Awarlr6/> UR •\a\y'r•,yr+�u N+ �,�Yn�n+v!r•r rtM �. +e. ~M+�fi�_w'4'a ww.i.r umrwrr.uur..c.y_A r•A .aR90++•N+rc...w .a�� rwu au tee.— alwr[IYibtlnL 4w wr+nw pyl[nf•HJMV•'b• Irn\wrr a Wr�.rrr�1[�a//1a�s+G��afl••Ymrr 'iR (1M.+riernYa'w/ = �r ((,, Y t�A1rV CK� •rY - "MswnaMpaxwWr �•i. wrrbn� ��Wµ� w Y W~nnOe'.0 .> rr.r�r!•fh+�.a.:1.r.rswr \a6 TRiA wNtr r• b+mr•K��wY r�ir wn�r!Ma•�ru. r�.ai�•n:. wr ru..i+ �L N 517-1--NO • -_' awmb LEOEND Ir. �—LOCATION 31ffTCH m: �• :w M 1I~' .. 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Rm"H � -. ^':.._ �........��................-...._....> - OAN_lA�o�,a•ar".w r�wv w.•Leee.w..n`L'S�T?Y�w'F:r:�-_ f .<w.+•»,,.a._ `./-• �_ ..pn-•.. •� M -•......o-n._••...✓...«.. •_•-�I �,n'a n,Tw Mars 1•mvw VNV.b! �-•-- •' � � '\ ��_'@-- �ww.a.. ••os.- Daniel C -------- '� ° pr,faa,4W�iyH•KfIIiY isK r.l>..Wi-yr[ ?h!Yd.•f•• r�,K�1t�x� ,..e.11 411. e;M,•, :::�,. —Fortin .,,.w,,.r,.,„,.,, � �- I l �. -- - - - -- - - Irwgq wxa YID Ni�irr — -_ ___ ____ p p i I I 40 I STORY BWDM70 ' ••` �_. J % j d .•• - E 15 Ll a LL f- ,r r _ ( 1-- I' -- --r'.� � �J -;—•� I c � �owmurseeww �_ _-•- � � \��/--° J -1_�— � i I - f' jr- YkV �'rl1 � �' nlaanrnnw WB�� +„ (rrt - ••, 1 ''�- IC��--� _ �. ,( � � 1 wssabr..Miiscow _ `'+ f�a�""• -' �''�. � � _ _ �...- - _t a+. .r. ;�• 1ST#-�- 5 �' � r .�.�• ._ ..�f � j��tAfRA �FAGI ![IiJL�V,4i1�1_-j �..'-- � �'�� Iti.... i ......� J Q 11 ..s•.....�. y' �_„ '- I ^r &, _ _ _. _ Arno Wd r--r— r -f .� - ------- -- -- -r- G2-.XL - ------ ----------------- �t'W.�I•{`• A^i# 4 4i- 'B%#r'4 1 �p 4• v.ad I �} ' cxlyRnilma _ - J Ai1fTON .,:eW�L'+$s!1:t, I _ PC AT '; L, r I _ a an� rI 01 _ PAL, o r 1U 2� LU i ZONING DATA SUMMARY COMPARISON CHART UNIT BREAKDOWN TOTAL 381 D.U. FLOOR UNIT EFFICIENCY 119118 1811 B-D 26M 3WO TOTAL '�W APPApNISp R880LUT10H PRDPDDED 'IYW'E UNIT _,UNIT UNIT UNIT UNIiS LAND USE 9E—T,0N, REDKINYACTTVITYCENfER(M1 (PECKm•LA TIVITYCEN1E0.PuC1 GROUMIFLUOR 19 1 :1 yBpW�T ZOrNRG: GTNYJ.N STACK GATEWAY MIXADIAE ID1Nr.µ1 SEACH DATEYYAY MXL73LSE 2ND FLOOR 10 5 2 1 2 21I CAYMIRES W2RN DMTRICr q]TRICT �ws��ro,..oa.P LOT&]£ REgIREO NWDI t1Vr PRONG®91b IREDMI1TD YnDM 10e7PROYopD BAR ]RID FLOOR 10 IS 3 19 REp7ME00f7=TH tOOIPRO�IDE0250' REOUREOOEPM rob IPRWNED759' gTHROOH IR IS 4-:1, LOTAREANIJ.SURETOPL 190.OSSSPp87ACREE) 190.0996E NISIwtRE4) STN FLOOR 10 12 2LDTARTAMGSURETOR.OW. 11182W6FH.39ACRES) 11IS.2109f 1195AfAE6) OTH FLOOR 19 IO 2INCEMIVEF 7TH FLOOR T9 18 2MIMALLOWE --DVnTH1LOOI 10 ] J.M ILTO PAOFOSEO Dp161TY; 1360 DD.R9 U.U.PEA ACRFJ 99+D.D I9])D,V.PER ACREI STIR FL DLN IS iR 2 33 ..—AREAAU N9.1006F 99D,1905F fOTHPLOOR _Y 15 18 , 2 73 FA II.=I.LLOVI®: q21 APRROVEO I.N PROPOSED " MAX8.0=1,780,1909E ItTH FLOOR - ,-- I 12 if 2 m BUELnNO LOT COV6RA088Y POOFGD IS93>5$F(NDTiNClAdI9GGADFATI M,>OY 6T 17TH FLOOR 12 1q 2 m Q SIRIICTIAiE: I M,1939F nHC-Flo-1) -- - _ MTH FLOOR 12 19 2 29 ) P1LpV8EO M,v{.HEPYR: ISOfEET iD RaOF SLABI H9a FEET TO AOOF MA91 Z p N6TOWFA NIM PARpNYr Y9CBIINFL �19 STCAIE6WTI PAPKPRO INCFNTNES I - FL00020NE: AE AF I Q J z BASE F1000 aEV TqN: 6'KAw eNAw ITOTAL UNITS 130(10%I I tISOHLK) I I(OS%) 1.7138 O%1 I m18 B%1 i3Bt TOTAL UNITS OZ �JOJy '1 m LL p PARKING COUNT: Q MY>_ LEGAL DESCRIPTION RESIDENTIAL PARKING REQUIRED: COMMERCIAL COMPONENTS PARKING REDUIREO_ ? ') u5 PARCUW.OF'CALM'.ACCORDING TO THE PLAT THt'rvf OF AS RECDREO N PLAT BOOK ISM AT M EERIE IES AIA+ MPS UJ�= zs PAGES FWAND IOPOFTHE RIBLICI CORDSOFRRI W_ ADCOUNTY,FLORQk IN IBUNITS ui]- 21OPS WMMERCIALCOMPONENTS: 2 IB U UNITS .1 2SOPS RETAIL-2.000 SF 1300 SF •SLN PS > X OA d 117 28 U7NTS Af 75= 25T mPS LEASING-1200 SF 1300 SF <PS oo m 3SURRS AI7S= g55PS Q P BUILDING SETBACKS GUESS Wilt = M2P3 W FEOUN PROPOSED TOTAL RES10ENTW PAW4NG REIXRREO_IS29"46 PS TOTAL COMMERCIAL PS REOuIII 10.114m PRONT SETBACK( 20 aTV PGDFGTAL 37i• PEOE6TAL PARKING GRAND TOTAL AEQUNEO' 892 PS(INCLUDING 13ACCESSIeI.E PARKING SPACES ET.Y TOd IDN FR u•.z TONER PAAG GRAND TOTAL PROVIDED. ON PS_ LOADING SPA-6(RRSECTKIN770-20Y 28PACES ONE STORAGE: CaGEsnacac(STABST] IG 2sa' PfStEsrAi 9s4• PEDESTAL STy OF�ESIDENTIAL PAfi10NG=ISMS X 0,05=32 RACK SPACES REGWRED AND PROVIDED V tOMSA 13'gi- TOPER 1014O C40MMERCM PARKING=11 X 0 10=2 RACK SPACES REQUIRED AND PROVIDED N RACK SPACES PROVIDED ON GROUND LEVEL 40E SETH4u PNSAce LOr1 ,YrABu(iIRG AN-2} 25d PEDPTTAi N'�' PEDESTAL aro rowEa nu roMER SEAOAKS CONDOMINIUM R 75-09 GVIFSTRFAM r"R— - AFM9EI8�IX >S tSo Pl0.1Ea TK mtr PEDE9DL 3370/tY FOADOEG3 64 fONFA q5-0' TOWER CONOOANRIIb{ R49-22UT/Bw _ 1 9 STORY RLIEDF3es RS74 PERVIOUS S AND IMPERVIOUS COMPUTATIONS: —� .` Omf LWVP18fx:N ALVD APPRDVEO SHE PLAN SECTION 303-71(E)PERVIOUS U OSCAPE LOT AREA TVIENTYFNE p51 PERCENT MULTIFAMILY 3520"V" GROUND FLOOR IMPERVIOUS AREA - 109,M1 IF 80.58% w •4IS"-P OTA(Y.1,1U GRIM! GROU FLOOR LANDSCAPE PEPNOUS AREA ND M.XBSF 31.g2% •q^ �.. sm 1 STORY GM- G f ��iY� R.- DURING PERMIT f CONSTRUCTION INCENTIVES PER SEC.305-60 CLUB HOUSE A VIENAT DANIA +� ROJET t 1 PfRO-2m7.D22 PROPERTIES OVER AN ACRE IN SIZE.THE APPLICANT 70 PUBLIC PARKING SPACESI10+7 ADpRICYNL FEDORB NwfrEF- MUST OBTNNAND POST PROPEHTYSIGNS INACCOROANCEW Fl 70PUSUCPARIONOSPACF 110-1XSWI/ =35AOOTIONALDU TACKLE SE3 TIC DftAA PLACE T/1E NEW CITY ITEDUII7EMf NITS_ 70 PUBLIC PAKRIM SPACES 110=7 X 2.51MPERVIOUS K STORV Ru ZIN .—`3. "'- 'INCEWNE TO 3O Rl PROVIDED THROUGH PAYMENT N [L OF OFFS UTREETPMKNGIN ACCOROAN(;E IgA.22D1'i1N3 _ MBTH SECTION 305A08 SECTION 265-42 ♦L"r P� GARAGE SHIELD GUARDS FOR LIGHT FIXTURES J ALL GARA LIGHTS TO BE SHIELDED RESIDENTIAL PROPERLY #y� TO THE NpRFIN SO AS NOT TO Sf TINE ON,N. SIGNS M GRIN THE pRECTIOI OF -- / ♦ R— r �l � S RFD AR THE NEIGHBORING PROPERTY. — NOT PART OF TH15 SUBMITTAL 5110 E DANIA BEACH 400 E OAMA BEACH 700 E DANA BEACH 7OB E DANIA BEACH _ 181 DU MULTIFAMILY 181 DU MULTIFAMILY BLVOV 3 STORY BLVDV I STORY ANTICIPATED ANTICIPATED COMMERCIAL COMEIERCMI. 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' I 'Yy ?• CONCRETE SIDEWAK 1 vaov'siaeM ✓ a.,sv.Loos H. . . . . ..-... 4 1 ... � ® DANIA BEACH BOULEVARD Isrms ZH-Ho.—� --- -- — -- --—--—-- -- --—-- - ---- -- E o I r d LANGAN ...k:, orN. M. . elCRESS S PAVEMENT PROGRESS SET °'^F"r"^9°° SEA VIEW AT DANIA r u.. NOT FOR CONSTRUCTION II H. :"�"' MARKINGS AND -°" CP101 H.. —k MRSH m .w.n wN. SIGNAGE PLAN " MLNSiWHS O^a[SLOML�:�NGI"'1lLA Il^Ik.Nu.]t.N �W��W�• b'o.w�.suoi`� CM1..1w Br 1 ...�w...w...w.revw.-..wv.•..e,�.m.�e,.mw.»�..,....�e.. .�..a-.. Y ..e. .,.+arw.e�e�..� I , _ twrebrw on= - I- (a..w"ar.°na ro--- [® -� row� -- -- • -- - - --- =- -ro-re --- . +I S,°,Ibl I I 1 I ucn•uaropnua 1 �i . t 11 G f ' y� C1J =� •( `}•,�y� liltlQti ld LIjiti-E - p ' F ®n I � 4 PROPOSED BUILDING SECTIONA-A'— �I I (p� R ° F.F.E.7.0'NAVO pp II _ n I I I - '4�ol,..�.,� .�4,•!m a�l _ ' I I ! �_ _.��.. _ " as --__ - ,o" �I .•. Ivrz m.wua) (R,[twauaj I__� !'qy -...(m � }la�j_ � ,i [ I � SECTION&B' w.m , �•--_. ..au `CID I -I I --------- ---------- SECTION C-C d - D/ANIA mhhccn e,ow BpACH BOULEVARD—,....ic-... . _. . z I I I i g 0 z TER e�nroa f0 1a0 1..0 EXISTING AND PROPOSED ELEVATIONS SHOWN ON THIS PUN ARE USED s c "• .wc_ so ON NORM AMERICAN VEFMC I DATUM OF 1988(N.A.V.D.). Im 00 0.0 0.0 2, me•"" . FEMA FLOOD ELEVATION8.0 IS 0 NA.V.D PER FLOOD PANEL 1201 IC0566K SECTION D-EY a SECTION E-E' EFFECTIVE OEJIB/2014.THEREFORE,THE PROPOSED FINISHED FLOOR ELEVATION SHALL BE 7.00 N.A.V.D. 8 3 2019 r a LANGAN »ooeu°I PROGRESS SET �Fpa-° SEA VIEW ATDANIA GRADING AND CG101 ewv°,s NOT FOR CONSTRUCTION e��.. �1 o DRAINAGE PLAN "" " ow a....ur« w. sw..—rv." o+.c-sxrxo •sie••'••••.nssm ea o�euw°Iw, " ++rnvws aacsvo"k i°aiu rt u, e.».i. �vo�im r„�q w,6�w,� w"w °w airs I wo°wo noun, V i i 15«�'tiP-„�A 5 .-.' na.r� •w'(+x'wx o[r«i rA ..«r wa� .«� vM«.ru Sm«V r I sr •°^ nm�rwa w•N ,F r as :- scDN CONSTRUCTION ENTRANCE 211.ET SEDWENT FEt,TER SILT PENCE g sraPPUN• / uV .,, .w, m�..w,."�"" • .e e _ u x D,u:r ONLY wu aw+so ro-A .VnF»«6NDq'Dmlml Iv[wxi) =ryp p. 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